20201434 Ver 1_210 WTF Eflluent Force Main Design Drawings_20210201

DEPARTMENT OF PUBLIC WORKS
JOHNSTON COUNTY, NORTH CAROLINA
_ JOHN,y
ON�
NORTH•CARO
LING
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
HAZEN CONTRACT NO.: 30621-025
NOVEMBER 2020
SRF PROJECT NO. CS370560-18
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD. SUITE 6W
FINAL DRAWING FOR REVIEW PURPOSES ONLY — RALEIGH, NORTH CAROLINA27607
NOT RELEASED FOR CONSTRUCTION LICENSE NO : C-0381

INDEX OF SHEETS
SHEET NO. SHEET TITLE
GENERAL
COVER
G1
INDEX OF URAWI NGS AND KEY MAP
02
GENERAL NOTES AND LEGEND
G3
NCG01 GROUND STABILIZATCN AND MATERIALS KANOLING
G4
NCG01 INSPECTION, RECORD KEEPING AND REPORTING
PLAN AND PROFILE
P1
STA s0.0070STA20- 0
P2
STA 20.00 TO STA 30.00
P3
STA 3C.00 70 $TA 60.00
P4
STA 40+00 TO STA 50.00
P5
STA 50,00 TO STA 60.00
PS
STA 60+00 TO STA 70+00
P7
STA 70-DO 70 STA 80.OD
PIS
STA DO+OO 70 STA 90.00
P9
STA 90+00 70 STA 100+W
PIC
STA 100.00 TO STA 110•CO
Pl1
STA 110.00 TO STA 120•CO
P12
STA 120.00 TO STA *0.00
P13
STA 110-00 TO STA 140.CO
PT4
STA $40.00 TO STA 150•CO
P15
STA "13-00 TO STA WO -CO
Pie
STA TOO-00 TO STA 170.00
P17
STA 170+00 TO STA 180.00
P18
STA 160.00 TO STA 590•00
P19
STA 190.00 TO STA 200.00
PZ0
STA M-00 TO STA 210•CO
P21
STA 210.00 TO STA 220.CO
P22
STA 220.00 TO STA 2p0.00
PZ3
STA 230.00 TO STA 240-00
STANDARD DETAILS
CD1
OPAL STANDARD DETAILS
CD2
CIVIL STANDARD DETAILS
CO3
CIVIL STANDARD DETA"
ON
CIVIL STANDARD Of TALL$
COS
CIVIL STANDARD DETAILS
CD6
CIVIL STANDARD DETAILS
CDS
EFFLUENT FORCE MAIN H EAD W AL L
COB
EFFLUENT FORCE MAIN H EADW AL L
CD10
HEADWALL PLAN AND PROFILE
KEY MAP
SCALI_: 1" = 400'
PROJECT
ENGINEER M. SAILER
CAPDESIGNED
g�H ,5sjo.
DRAWING -FOR q�E,ss�a y�
REVIEW PURPOSES aPSEA �r
ONLY -NOT RELEASED 3736ADRAWING
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Hazen
HAZEN AND SAWYER
401 1 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSENO.:G4M1
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
EFFLUENT FORCE MAIN
GENERAL
INDEX OF DRAWINGS AND KEY MAP
DATE NOVEMBER 2020
EY: 6. EDWARDS
Il0.2EN N0. 3p621-p2rjFINAL.
DRAWN BY P. SELISKER
CONTRACT NO q1
21Q WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
cH�cKao 6v T.TANT
NUNUMBBERER '
GI
IF TH19 SAR GOES NOT 0 112- 1•
MEASUAEl'THENDRAWINGIS
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1
REGULATORY APPROVA4
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REV
ISSUE13FOR
DATE By

GENERAL NOTES_
GENERAL EROSION CONTROL NOTES:
1 SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY, TITLED
"JOHNSON COUNTY WWTP SMITHFIELD. NC" DATED FEBRUARY fi. 2D1B
1- THE CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE -APPROVED EROSION
CONTROL & SEDIMENTATION CONTROL PERMIT AND THE NORTH CAROLINA MPDES GENERAL PERMIT
2017 SURVEY PROVIDED BY
FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR
JOYNER KEENY, PLLC
SHALL ALSO POST THE APPROVED EROSION 6 SEDI MENTATICN CONTROL PERMIT ON THE JOB SITE AND
SHALL NOTIFY THE NORTH CAROLINA STATE LAND QUALITY SECTION AT (919) 791-QGO AT LEAST 72
230 DONALDSON STREET, SUITE - S00A
HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES TO SCHEDULE A PIRE-CONSTRUCTION
FAYETTEVILLE, MC 28301
MEETING-
1910)920.8276
2. THE CONTRACTOR IS ENCOURAGED TO PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS
' SURVEY IS BASED ON HAD 88 HORIZONTAL POSITION AND NGVD 88
THROUGHOUT THE PROTECT.
VERTICAL DATUM MAINTAINED BY THE NORTH CAROLINA GEODETIC
SURVEY
3, ALL ONSrTE ACTIVITIES SHALL BE MANAGED TO INSURE NO ADVERSE IMPACTS TO WATER QUALITY
OCCUR DURING AND AFTER CONSTRUCTION. THE ACTIVITIES, AS DESCRIBED IN SPECIFICATION
3 THE PROPERTY IS LOCATED OUTSIDE OF THE 0 2°h ANNUAL CHANCE
SECTION 02276, AND OTHERS, REQUIRE OVEkSIG HT THROUGHOUT THE CONSTRUCTION AN
FLOODPLAIN LI M ITS AS PER FEDERAL EMERGENCY MANAGEM ENT AGENCY
DEVELOPMENT PROCESS TO ASSURE ALL WATER QUALITY STANDARDS ARE PROTECTED. SEE
(FEMA) MAPS NUMBER 3720165400K, 3720167400K, AND 3720166200K.
SPECIFICATION SECTION 02276 FOR FURTHER REQUIREMENTS.
EFFECTIVE JUNE 20. 2010.
4, THE CONTRACTOR SHALL FUR NI SH AN D I NSTALL ALL N ECES SARY EROS[ON CONTROL MEASURES
4 CONTRACTOR SHALL FIELD VERIFY CONDITIONS BEFORE BEGINNING ANY
WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC.
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING
FROM SILTATION AND EROSIC M.
ELEVATIONS AND DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
S. EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE INSPECTED ON A WEEKLY BASIS
IN WVR ITING FOR RESOLUTION PRIOR TO THE COMM E NCEMENT O' WORK
AND WITHIN 24 HOURS FOLLOWING A STORM EVENT GREATER THAN ONE HALF INCH. EACH MEASURE
SHALL BE MAINTAINED AS INDICATED IN SPECIFICATION SECTION 02276, AND RECORD OF ALL
5 CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE
M AT NTE NA NCEIREPAI R KEPT IN THE ON-S TTE SWPPP,
AP PRO PRIATE AUTHORI TIES, DEPARTMENTS, AN DOOR AGENC ES HAVING
JUR I SOiCTION PRIOR TO COMMENCING WORK
fi. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS SHALL BE STOCKPILED IN DESIGNATED
STOCKPILEILAYDOWN AREAS. TEMPORARY SEEDING MEASURES OF ALL STOCKPILEILAYDOWN AREAS
B. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
SHALL BE EMPLOYED THROUGHOUT CONSTRUCTION. STOCKPILE LOCATIONS SHALL REMAIN MORE THAN
PAVEMENT, TREES. VEGETATION, STRUCTURES. AND UTILITIES NOT
50 FT FROM STORM DRAINS AND/OR STREAMS AND SHALL REMAIN WITHIN THE DESIGNATED LIMITS OF
INDICATED TO BE DEMOLISHED OR REMOVED. ANY DAMAGE TO EXIST MG
DISTURBANCE. THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF -SITE, ALL EXCESS AND
PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT
UNSUITABLE MATERIALS. WITHIN THIRTY (3D) CONSECUTIVE DAYS AFTER NOTICE TO PROCEED, THE
INDICATED TO RE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER ALL REQUIRED PERMITS AND A LIST OF DISPOSAL
CONTRACTOR'S EXPENSE
SITES FOR THE EXCESSIUNSUITABLE MATERIAL.
7 UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT7.
ALL DEWATERING FROM CONSTRUCTION ACTIVITIES AND ANY ASSOCIATED PIPELINE EXCAVATIONS
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION
SHALL BE ROUTED TO FILTER BAG FOR TREATMENT. ALL FILTER BAGS SHALL BE APPROPRIATELY S[IED
AND TO AVOID DAMAGE TO THEM THE CONTRACTOR SHALL CON TACT THE
FOR DEWATERED FLAW AND SUBMF TED FOR ENGINEERS APPROVAL. ALL FILTER BAGS SMALL BE
NORTH CAROLINA ONE CALL SYSTEM AT PHONE HUM BE 1-MIC-832-4949,
INSTALLED ON A A LAYER OF NO. 57 STONE, AS ILLUSTRATED IN STANDARD DETAIL 10227038. EFFLUENT
all. OR NCBI I.ORG TO REQUEST UNDERGROUND UTILITY LOCATION AT
FROM FILTER BAG MAY DISCHARGE TO EXISTING STORM DRAIN SYSTEM.
LEAST TWO (2) WORKING DAYS, BUT NO MORE THAN TEN 0Q WORKING
DAYS PRIOR TO BEGINNING EXCAVATION, INCLUDING SOIL DRILLI MG. THE
S. ALL PIPE WORK SHALL 0E INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES.
CONTRACTOR SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION
ONLY THE LENGTH OF TRENCH IN W HICH PIPE CAN BE INSTALLED IN ONE DAYS 1`1 ME SHALL BE OPEN AT
MARK -OUT FROM BURIED UTILITY OWNERS WITH UTILITIES ON THE
ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE
PROUECT SITE.
CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE. TRENCH SHALL
S. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH
BE BACKFILLED AT END OF EACH WORK DAY AMC) DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
THAT SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR
MEASURE5, AS APPROPRIATE.
SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY OF THE WORK. IT
WILL BE THE OF THE CONTRACTOR TO COORDINATE WITH
9, THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PERSONS RESPONSIBLE
THE UTILITY FOR G1IPPD PIT OF THE POLE.
OR SUPSIOPIT O
FOR LAND DISTURBING ACTIVITIES TO INSPECT THE PROJECT AFTER EACH PHASE OF CONSTRUCTION
TO MAKE SURE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 15 BEING FOLLOWED, AS
9 WHERE OVERHEAD POWER LINES ARE PRESENT, CONTRACTOR MUST
ORIGINALLY APPROVED THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITI ES TO
MONITORING PROGRAM OF THE NPDES 5FORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC)
CONTRACTOR SHALL COMPLETE THE SELF INSPECTION FORM PROVIDED IN SPECIFICATION SECTION
DISTANCE BASED UPON LINE STRENGTH.
02276 AS A PART OF THE SELF INSPECTION PROGRAM. ADDITIONAL SELF -INSPECTION REPORT FORMS
ARE LOCATED AS EXCEL SPREADSHEETS AT HTTP:/IPORTAL.NCDENP,.DRG/WEWLRI£ROSTON.
10. DURING EXGAVATIONAN❑ PLACEMENT CP UTILITIES THE CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL
10ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE,
SUBMIT TO THE ENGINEER FOR REVIEW SHEET PILING. SHIOR I MG ANDIOR
PERMANENT VEG ETATTON IS ESTABLISHED ON ALL DISTURBED AREAS AND APPROVAL BY NCDENR LAN❑
BRACING DESIGNS, PREPARED BY A PROFESSIONAL ENGINEER
QUALITY AND ENGINEER 1S GIVEN. SEDIMENT TRAPSIBASIN5 AND EXCAVATFD DROP INLETS SHALL BE
REGISTERED IN THE STATE OF NORTH CAROL/ NA, AS MAY BE NECESSARY
COMPLETELY DEWATERED BY PUN PING ANY WATER THROUGH A SEDIMENT BAG AS PER STANDARD
TO COMPLY WITH THESE REGULATIONS
DETAIL 02 270 38. AREAS WHERE EROSION AND SEDIMENTATION CONTROL MEASURES ARE REMOVED
SHALL BE REGRADED ANO SEEDED TO MATCH ORIGINAL SITE CO NCITIONS.
11 GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE
DISCHARGED TH RO UGH SEDIMENT Fi LTERIMG DEVICE TO AN
II ALL SOIL STOCKPILES SHALL BE PROVIDED RECM. TOP OF THE STOCKPILE SHALL BE CROWNED AND
ENVIRONMENTALLY ACC EPTABLE LOCATION IN ACCORDANCE WITH STATE
SLOPED WITH A MINIMUM 5% SLOPE FOR POSITIVE DRAINAGE. THE TOP CROWN SHALL BE GRADED TO
REGULATION, THE CONTRACT DOCUMENTS, OR AS DIRECTED BY THE
ENSURE TOP DISCHARGE IS NOT FROM AN AREA GREATER THAN ONE ACRE. ALL STOC♦CPILE 51DE
ENGINEER.
SLOPES SHALL BE IMMEDIATELY TRACKED WITH TRACK PERPENDICULAR TO THE SLOPE AND
STABILIZED PER THE NEW STABILIZATION TIMEFRAME TABLE. REGARDLESS, ANY STOCKPILE INACTIVE
12. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS
FOR MORE THAN SEVEN (7) CALENDAR DAYS SHALL BE STABILIZED PER THE TEMPORARY SEEDING
GENERATED DURING THE PROJECT OFF SITE AT A PROPERLY PERMITTED
SCH E O ULE. ANY STOCKPILE INACTIVE FOR MORE THAN PO UkTE EN (14) CALENDAR DAYS SHALL BE
OISPOSAL FACILITY
STABILIZED PER THE PERMANENT SEEDING 5CM EDULE.
13. CONTRACTOR SHALL MAKE EVERY EFFORT -TO SAVE AND MAINTAIN ALL
12. ALL CUT SLOPES SHALL BE NO STEEPER THAN Ilia' 1 W IIMOUT PROVIDING EXCAVATION SUPPORT ANO
PROPERTY IRONS, MONUMENTS. OTHER PERMANENT P01 NTS AND LINES OF
SMALL BE STABILIZED IMMEDIATELY AFTER GRADING WITH AN ADEQUATE ROLLED EROSION CONTROL
REFERENCE AND CONSTRUCTION STAKES. A LAND SURVEYOR REGISTE RE
PRODUCT (RECP). ALL FILL SLOPES SHALL BE LIMITED TO A 5LOPE OF 2: 1 OR FLATTER AND SHALL BE
IN THE STATE OF NORTH CAROLINA SHALL. AT THE CONTRACTOR'S
TRACKED AND IMMEDIATELY STABILIZED AFTER GRADING WFTH AN ADEQUATE RECP. RECP SHALL BE
EXPENSE, REPLACE ANY PROPERTY IRONS, MONUMENTS, AND OTHER
INSTALLED IN ACCORDANCE WITH MAMU FACTUR Ek'5 INSTRUCTIONS AND NC E5CPDM PRACTICE
P E RMANEN T PO I NTS OF REFERENCE DAMAGED, MOVED, OR DESTROYED
STANDARDS AND SPECIFICATION 5, 17.
BY THE CONTRACTOR.
13CONCRETE DUST/WASTE/WASTEWATER MUST NOT BE RELEASED TO THE STORM DRAIN OR OFF -SITE.
14 CONTRACTOR SHALL REFERENCE SECTION 0152D OF THE SPECIFICATIONS
ALL SE DIM ENT MU 5T BE CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATEIE MUST
REGARDING MAINTENANCE OF UTILITY OPERATIONS DURING
NOT BE USED TO WASH SEDIMENT OFF OF ROADS, DRIVEWAYS, OR PARKING LOTS. CONTRACTOR TO
CONSTRUCTION
USE CONCRETE WASHOUT DEVICE FOR ALL CONCRETE WASHOUT ON SITE.
TEL PED
POWER POLE
IfA
BENCHMARK
®
SB
SEDIMENT FILTER BAG
FIBER FILTRATION TUBE
1({/III
SD
SILT FENCE OUTLET
IP
INLET PROTECTION
CE
GRAVEL CONSTRUCTION
ENTRANCE
- ••^^• -
SILT FENCE
SYMBOLS
QDUST CONTROL
PS PERMANENT SEEDING
LIMITS OF DISTURBANCE
®
FLEXIBLE GROWTH MEDIUM
®
RECM SLOPEICHANNEL MATTING
®
OP
RIPRAP OUTLET PROTECTION
NIP
HORSESHOE INLET PROTECTION
NEW DEMO
SEEDING SCHEDULE
APPLICATION RATES IN POUNDS/ACRE
SEED-
PLANTING
STRAW
TOPDRESSING
MD(TURE
SEASON
LINE-
FERTILIZER-
MULCH •
(LB/AC)'
COMMENTS
P
FEB 15-APRIL 30
4000
1000
4000
1000 OF
PREFERRED PLANTING
SEPT 1.00r. 31
IQ-10.10
SEASON IS SEPT 1 -
60 OF NITROGEN
Sept. 30 AND FEO. 15
- MARCH 30
OVERSEED WITH TYPE P
TW
]AN t-MAY 1
2000
750
4000
SEED MIXTURE DURING
NEXT PLANTING SEASON
OVERSEED WITH TYPE
TS
MAY I-
2000
750
4000
SEED MIXTURE DURING
AUGUST15
NEXT PLANTING SEASON
OVERSEED WITH TYPE P
TF
AUG 15-13EC 30
2000
I,000
4000
50 OF
SEED MIXTURE DURING
NITROGEN IN
NEXT PLANTING SEASON
MARCH
RR[WET
DEC 1-MARCH 15
2000
BYIL
SOIL
4000
2,25
TEXT
EROSION CONTROL SEQUENCE OF CONSTRUCTION:
1. END 5ION AND SEDIMENT CONTROL (E&SC) PER MIT AND CERTIFICATE OF COVERAGE (CDC) MUST BE OBTAIN E❑
BEFORE ANY LAND DISTURBING ACTIVITY OCCURS. THE CDC CAN BE OBTAINED BY SUBMITTING THE NOTICE OF
INTENT (e-NOI) FORM AT deg. nc. govINCG61. A COPY OF THE E&SC PERMIT, THE CDC, AND A HARD COPY OF THE
PLAN MUST BE KEPT ON SITE AND ACCESSIBLE DURING CONSTRUCTION.
2. CONTRACTOR SHALL CONTACT THE DEMLR RA LEIGH REGIONAL OF FFCE AT LEAST 48 HOURS PRIOR TD
COMMENCING THE LA NO -DISTURBING ACYIVTTY. THE CONTACT NUMBER IS (gl9) 791.4 no
3. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL PERMITS ARE OBTAINED
TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
4. PRIOR TO ANY LAND D15T31 RBING ACTIVITIE5, THE CONTRACTOR SHALL INSTALL ALL TEMPORARY PERIMETER
EROSION CONTROL MEASURES, AS INDICATED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL
SPECIFICALLY INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, YARDICURB INLET
PROTECTION, HORSESHOE INLET PROTECTION AND FIBER FILTRATION TUBE (FFT) CHECK DAMS, WHERE
APPLICABLE. [TEARING AND GRUBBING SHALL BE RESTRICTED TO ONLY THE AREAS NEEDED TO INSTALL
EROSION CONTROL MEASURES AT THIS PHASE OF CONSTRUCTTON.
S. ONCE ALL TEMPORARY PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED, CONTRACTOR SHALL
INSTALL CONSTRUCTION ENTRANCE TO ALLOW ACCESS TO CONSTRUCTION AREAS. GRADING, EXCAVATION, AND
CONSTRUCTION ACTIVITIES MAY BEGIN.
6. FOLLOWING THE INSTALLATION OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, THE
CONTRACTOR MAY BEGIN CONSTRUCTION ACTIVITIES ALL STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE
• LIME SHALL BE APPLIED AT A MINIMUM OF 2 TONS PER ACRE WITH 3 TONS PER ACRE IN
DESIGNATED STOCKPI LE/LAY DOWN AREAS AND TEMPORARY SEEDING MEASURES SHOULD BE EMPLOYED
CLAY SOILS. APPLICATION RATES ANDIOR CHEMICAL ANALYSIS SHALL BE CONFIRMED
TM KOUGHOUT CONSTRUCTION. STOCKPILE LOCATIONS SHALL REMAIN MORE THAN SCI PT FROM STORM DRAINS
OR ESTABLISHED BY SO FL TEST. TACK MULCH BY APPLYING AT 0.10 GAL/YD°
AND/OR STREAMS- EA RI KWORK, STORAGE OF MATERIAL, ETC 15 PROHIBrTE❑ OUTSIDE THE DE51G NATED LIMITS
OF DISTURBANCE.
•• FERTILIZER SMALL BE 10- LID- 10 ANALYSIS.
... SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
7. ALL DEW ATERING FLOWS RESULTING FROM CONSTRUCTION EXCAVATION, ETC. SHALL PASS THROUGH A SILT
BAG OR OTHER APPROVED DEWATERTNG DEVICE AS NOTED IN OVERALL EROSION AND SEDIMENT CO NTROL
P • PERMANENT SEEDING (LB/AC)
NOTE 5- NO DEWATERING FLOW 511 ALL BE D15CHARGED DIRECTLY TO GRADE WITH OUT TREATM E MT.
150 KENTUCKY 31 (25 GERMAN MILLET IN MAY, 25 HYBRID RYE IN NIII
TF - TEMPORARY FALL SEEDING fLWAC) 120 HYBRID RYE
B. TEMPORARY 5E EDING MEA5U RES SHALL BE EM PLAYED THROUGHOUT THE DURATION OF COINSTRLICTIO IN
TS - TEMPORARY SUMMER SEEDING CLBIAC) 40 GERMAN PEARL OR BROWN TOP MILLET
ACTIVITIES ON ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14
TW - TEMPORARY WINTER SEEDING (LBIAC) 120 HYBRID RYE 50 GERMAN MILLET
CALENDAR DAYS, WHICHEVER 1S SHORTER. ALL SLOPES STEEPER THAN 3H:1V SHALL BE PLANTED OR
OTHERWISE PROVIDED WrTH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR 5TRU CTUR ES
RB/WET - RIPARIAN BUFFERIWETLAND SEEDING (LBIAC)
SUFFICIENT TO RESTRAIN EROSION WFTHIN 7 CALE HOAR DAYS. ALL OTHER SLOPES OF 3H:IV OR FLATTER,
10 SWITCHGRASS (PAN ICUM VIRGATUM/ CARTHAG E), 7 BROW NTOP MILLET, 5 RYE GRAIN, 3 GERMAN MILLET
EXCEPT THOSE GREATER THAN 50 FT IN LENGTH, SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
NOTES:
GRCiJND COVER, DEVICES, OR OTHER STRUCTURES SU FFICIEiNT TO RESTRAIN EROSION WITMI IN 14 CALENDAR
I. LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
DAYS.
2. APPLY 4,000 LBIAC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
3. ANCHOR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GALLONS/ACRE.
9- PERMANENT SEEDING SHALL BE INSTALLED, WITHIN THE PROPER SEASON, FOR ALL AREAS REACHING FINAL
4, REFERTILIYE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE
GRADE WHICH WILL NOT BE DISTU REED AGAIN. TEMPORARY SEEDING SMALL BE USED UNTIL THE PROPER
5. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS INMED LATELY
SEASON IS REACHED.
SEED BED PREPARATION
10. UPON COMPLETION OF BACKFILLING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE
1. PREPARE ALL AREAS TO RECE FVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO PLANTING.
ESTABLISHED.
2. TOPSOIL SHALL BE PLACED IN AREAS TO BE 55PDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
MATERIALS. SLOPES STEEPER THAN I - I MAY BE ROUGKE N ED BY GROOVING, FU RRCWING, TRACKING, OR STAIRSTEP
11, ALL EROSION AND SEDIMENTATION CONTROL MEASURES 511 ALL BE MAINTAINED OR REPLACED AS NECESSARY
GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING HARROWING, RAKING, OPERATING PLANT"MG
THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVCTIFS AN THE SITE HAS SEEN PERMANENTLY
EQUIPMENT ON THE CONTOUR.
STABILIZED WITH STR UCTU PAL AND/OR PERMANENT VEGETATIVE MEASURES.
3. SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD A5 NECE55ARY, AND ATTHE
RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE.
SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY
12. CONTRACTOR SHALL PERFORM SITE INSPECTION AND MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS ANO
RAINFALL.
WTTHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 112 INCH OF RAIN PER 24 HOUR PERIOD.
13. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES
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BUILDINGISTRUCTURE
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BITUMINOUS PAVEMENT
CONCRETE PAD/PAVING
300
GRAVEL ROADWAY
Ki 302.00J
lOD YEAR FLOOD ELEV
+[ + + ++ + FLOODWAY AREA
L'td.-7CM-7�d WETLAND
LEGEND
EXISTING
FENCE
CONCRETE SIDEWALK
�• CONTOUR
30?40 SPOT ELEVATION
--- PROPERTY LIKE
DRAINAGE ARROW
100 YEAR FLOOD ELEV
FLOODW AY AREA
AND COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
(netp:/Ideq.no.govllahaut/energy-minval-land-resources/lroslon-sediment-cantrolJforms]. COMPLETE INSPECTION
FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE
KEPT IN A PERMITS BOX.
14. WHEN THE PROTECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLER TO CLOSE OUT THE EBS PLAN.
AFTER DEMLR INFCRM$ THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERM Ii FEE
SHALL VISIT deq.nc.gov/MCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A S100 ANNUAL
GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE a -NOT HAS BEEN FILLED OUT.
NOTIFICATION OF LAND RESOD RCFS SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 20136 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION
OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY SELF MO NTTOR ING PROGRAM OF THE IN PO ES STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF-1 NS PECTION REPORT 1S THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE
OF THE PROJECT, AND CONTINUED LNDL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH THE
NCGS 113A 54.1 AND 15A NCAC 46.0131, THE SELF -INSPECTION REPORT FORM 15 AVAILABLE AS AN EXCEL
SPREADSHEET FROM HTrP://W WW-DLR-ENR.STATE-MC-US/PAGES/SEDIMENTATION-NEW.MTML- IF YOU HAVE ANY
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (g10) 433.3300.
NEW
DEMO
EXISTING
`��r�•Y`rr�•-i
F` j r1.
APPROXIMATE WOODLINE
YARD PIPING
MANHOLE
\i
YARD INLET
I
I
FLARED END SECTION
- - _ STORM DRAIN LINE
ABBREVIATIONS
EDP
EDGE OF PAVEMENT
G
GAS
LOC
LIMITS OF CONSTRUCTION
SS
SANITARY SEWER
❑HE
OVERHEAD ELECTRIC
W
WATER
FCC
FIBER OPTIC CABLE
E
PROPERTY LIKE
LP
LIGHT POLE
IL
CENTER LINE
VISE
UNDERGROUND
RECM
ROLLED EROSION
ELECT�n
CONTROL MATTING
PDWEPP
ENGIPRONNEER. ECT M-SADLER
FINAL DRAWING -FDR g�N CRR�C/�
Zo �Esslo y�
REVIEW PURPOSES aQSEA r
ONLY -NOT RELEASED 3735e
FOR CONSTRUCTION d R h
� H�I„Ec o
�T ��Q-
T EU
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH,NORTH CARQLINA27607
LICENSENO. :G0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
GENERAL
GENERAL NOTES AND LEGEND
oATr: NOVEMBER 2020
DESIGNED BY: B.EDWARDS
HAZENNO.: saszl-ozs
DRAWN BY. P. SELISKER
CONTRACTNO: 01
cHecKCHECKED ar. T.TANT
DRAWING
NUMBER:
G2
IF THIS BAR DOES NOT o rrz- 1-
MEASURE 1"THFNDRAWING 19
NOT TOP UILL SCALE
1
REGULP.TORYAPPROVAL
1I+20T0
FITT
REV
ISSUE13FOR
DATE
9y

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCGOT CONSTRUCTION GENERAL PERMIT'
IMPLEMENTINO THE DETAILSAND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT
iN THE CONSTRUCTION ACTIVITY BEING CONSIDERED CCMPUAW WITH THE GROUND
STABILIZATION AND MATERIALS HAM DUNG SECTIONS OF NCGOI CONSTRUCTION
GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY} THE PERM ITTEE SHALL COMPLY
WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED
AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS
SHEET MAY HOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED
AUTHORITY HAVING JURISDICTION
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION
TIMEFRAMES
STABILIZE WITHIN THIS
SITE AREA DESCRIPTION
MANY CALENDAR DAYS
AFTER CEASING LAND
TIME FRAME VAR FATOONS
DISTURBANCE
(A) PERIMETER DIKES,
NONE
SWALES, DITCHES, AND
7
PERIMETER SLOPES
IBO HIGH WATER QUALITY
NONE
WHO" ZONES
7
(C) SLOPES STEEPER
IF SLOPES ARE IV OR LESS IN
THAN 3:1
7
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE
ALLOWED
-7 DAYS FOR SLOPES GREATER
THAN SUN LENGTH AND WITH
(D) SLOPES 3:1 TO AI
SLOPES STEEPER THAN 4:1
74
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HOW ZONES
-10 DAYS FOR FALLS LAKE
WATERSHED
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES, AND HOW ZONES
IE) AREAS NTH SLOPES
14
-10 DAYS FOR FALLS LAKE
FLATTER THAN 4 1
WATERSHED UNLESS THERE IS
ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES. ANY AREAS
WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT
GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE X14GFR THAN 9O
CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY TEMPORARY GROUND
STABILIZATION SHALL BE MAINTAINED PH A MANNER TO RENDER THE SURFACE STABLE
AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION 15
RGMIEVED
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL
USE ONE OF THE TECHNIO U ES 14 THE TABLE BELOW:
• TEMPORARY GRASS SEED COVERED
WITH STRAW OR OTHER MULCHES AND
TAGOFIERS
• HYDRCSEEDONG
• ROLLED EROSION CONTROL PRODUCTS
WITH CR WITHOUT TEMPORARY GRASS
SEED
APPROPRIATELY APPLIED STRAW OR
OTHER MULCH
PLASTID SHEETING
PERMANENT GRASS SEED COVERED WITH
STRAW OR OTHER MULCHES AHD
TACKIFIERS
GEOTEXTIL£ FABRICS SUCH AS
PERMANENT SDIL REINFORCEMENT
MATIING
HYDROSEEOING
SHRUBS OR OTHER PERMANENT
PLANTINGS CCVEREO WRH MULCH
UNIFORM AND EVENLY DISTRIBUTED
GRO(INO COVER SUFFICIENT TO RESTRAIN
EROSION
STRUCTURAL METHODS SUCH AS
CONCRETE. ASPHALT OR RETAINING
WAILS
ROLLED EROSION CONTROL FRODu CTS
WITH GRASS SEED
EQUIPMENT AND VEHICLE MAINTENANCE
t. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FWIDS
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE. OR REMOVE LEAKING
EQUIPM ENT FROM THE PROD ECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPE R L�
DISPOSE A$ HAZARDOUS WASTE IR ECYCLE WHEN POSSIBLE)
S. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE
UNTIL THE PROBLEM HAS SEEN CORRECTED
S. BRING USED FUELS. LUBRICANTS. COOLANTS. HYDRAULIC FLUIDS AND OTHER
PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES
THESE MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
I NEVER BURY OR BURN WASTE PLACE LITTER AND DEBRIS IN APPROVED WASTE
CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G
OUMPSTER. TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND
DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVE$ ARE
REASONABLY AVAILABLE
4. LOCATE WASTE CONTAINERS ON AREAS THAT OO NOT RECFIVE SUBSTANTIAL
AMOUNTS OF RUNOFF FROM UPLAND AREAS AMID ODES NOT DRAIN DIRECTLY TO
A STORM DRAIN. STREAM OR WETLAND.
S. COVER WASTE CONTAINERS AT THE ENO OF EACH WORKDAY ANO BEFORE
STORM EVENTS OR PROVIDE SECONDARY CONTA)NIA ENT REPAIR OR REPLACE
DAMAGED WASTE CONTAINERS.
S. ANCHOR ALL UGH TWF CH ITEMS IN WASTE CONTAINER S OUR ING TIMES OF HIGH
VRNDS
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW CLEANUP
IMMEDIATELY IF CONTAINERS OVERFLOW.
6. DISPOSE WASTE CFF-STFE AT AN APPROVED DISPOSAL FACI LFTY.
9 ON BUSINESS DAYS. CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE
CONTAINERS.
PAINT AND OTHER LIQUID WASTE
I. OO NOT DUMP PAINT AND OTHER LID UID WASTE INTO STORM DRAINS, STREAMS
OR WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS
AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA-
4. CONTA ANENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE
NEEDS OF SITE.
5. PREVENT THE DISCHARGE OF SOAPS. SOLVENTS, DETERGENTS AND OTHER
LIQUID WASTES FROM CONSTRUCTION SITE S.
PORTABLE TOILETS
I- INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST Su FEET AWAY FROM
STORM DRAINS, STREAM$ OR WETLANDS UNLESS THERE IS NO ALTERNATIVE
REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINAELE, PROVIDE
RELOCATION OF PORTABLE TOILET BE HIND SILT FENCE OR PLACE ON A GRAVE.
PAO AND SURROUND WITH SAND BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF
HICH WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY
LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE
LEANING PORTABLE TOILETS AND REPLACE WFTH PROPERLY OPERATING UNIT
EARTHEN STOCKPILE MANAGEMENT
I SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE
AREAS AT LEAST SO FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASIMS,
PER IMETFR SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A
MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCHP ILE
3 PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4 STABILIZE STOCKPILE WITHIN THE TI MEF RI PROVIDED ON THIS SHEET AND IN
ACCORDANCE WI TH THE APPROVE D PLAN AHD ANY AD DI TIONAL R EQUIRE MENTS
SOIL STABILIZATION IS OFF IN ED AS VEGETATIVE, PHYSICAL OR CHEMICAL
COVERAGE TEC H M101JES THAT WILL R E STRAIN ACCE LERATED EROSION ON
DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS
rA
■■
1 1
20 1
LA
ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER
SANDBAGS ITYP.I SAND BAGS (TYP ]
OR STAKES
OR STAPLES
SILT FENCE
I X S
i
1'1 SIDE
SLOPES ITT' P.) 10 MIL PLASTIC LINING
SECTION A -A
CLEARLY MARKED SIGNAGE
NOTING DEVICE 0I X 24-MINI
CONCRETE NOTES:
WAS}ipifT I. ACTUAL LOCATION DETERMINED IN FIELD
2 THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID ANMR SOLID REACHES 754LOF
THE STIR LICTURES CAPACI TY
PLAN 3.CONCR ETE WASH ❑UT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1 DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SRE.
2. DISPOSE OF. OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE NTH
LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY
3. MANAGE WASHOUT FROM MORTAR MIXERS IN AOCORDANCE WITH THE ABOVE ITEM AND IN
ADDITION PLACE THE MIXER AMD ASSOCIATED MATERIALS ON IMPERVIOUS HARRIER AND
WITHIN LOT PERIMETER SILT FENCE
4. INSTALL TEMPORARY C ONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE
APPLICABLE IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DE TAILS ARE NOT
AVAILABLE. USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED
ON THIS DI I>_
S. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR
S ICEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST SO FEET FROM STORM DRAIN INLETS AMC SURFACE WATERS
(MLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE AT
A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLETIS) CLOSEST TO THE WASHOUT
WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7 LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA. ON LEVEL GROUND AND INSTALL A
STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
9. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE
PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IOENTI FY THIS LOCATION
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 751%CAPACITY TO LIMIT
OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL
COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR
PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS
10. AT THE COMPLETION OF THE CONCRETE WORK. REMOVE REMAINING LEAVING$ AND DI SI
OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE. AND STABILIZE ANY
DISTURBANCE CAUSED BY REMOVAL OF WASHOUT
t. 97ORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL
RESTRICTIONS.
2. STORE HERBICIDES. PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH
THE LABEL, WHICH LISTS CIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE
OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES. PESTICIDES AND ROOENTIODES IN AREAS WWI ERE FLOODING IS
POSSIS LE OR WHERE THEY MAY SPILL DR LEAK INTO WELLS. STORMWATER DRAINS. GROUND
WATER OR SURFACE WATER IF A SPILL CCCURS, CLEAN AREA IMMEDIATELY
4. DO NOT STOCKPILE THESE MATERIALS ONSITE
HAZARDOUS AND TOXIC WASTE
1 CREATE OF SIGNATE0 HAZARDOUS WASTE COLLECTION AREAS OWSITE.
2- PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, OR UMS OR BAGGED MATERIALS DIRECTLY ON THE
GROUND.
10' MIN
HIGH COHESIVE &
LOW FILTRATION -
(BAGS ITYP.O
OR STAPLES
SFC.MnN R-R
CLEARLY MARKED SIG NAGS
NC TING DEVICE ItVX 241 MK
CONCRETE NOTES
WASHOUT 1 ACTUAL LOCATION DETERMINED IN FIELD
Z. THE CONCRE TE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE UOVIQ ANWOR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING
PLAN CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD
3.COMCRE TE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGF NOTI NO DEVI CE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
IIL YLAU I I
VG
TIDE SLOPE
)BAGS (TYP.)
TAKES
I COHESIVE &
I FILTRATION
BERM
PROJECT
ENGINEER M. SADLER DEPARTMENT OF PUBLIC UTILITIES EFFLUENT FORCE MAIN DATE' NOVEMBER 2020
DESIGNED BY: B.EDWARDs FINAL DRAWING -FOR ¢,4 Ci JOHNSTON COUNTY, NORTH CAROLINA HAZENNO' 30621-025
�o �s,sSla yy
DRAWN BY P SEUSKER REVIEW PURPOSES a�SEAL� GENERAL CONTRACT NO flI
ONLY - NOT RELEASED VUE DRAVOINC
CHECKED BY T.TANT FOR CONSTRUCTION � f R h HAZEN AND SAWYER 21 D WASTEWATER TREATMENT FACILITY NUMBER'
7J N IRO O
FT Q 4011 WESTCHASEBOULEVARD, SUITE500 NCGD1 GROUND STABILIZATION AND MATERIALS
1 RFGULATORVAPPROVAL ITP421 NTT MFASUREiIF THIS D'A"l00
TH THEN
0 '2' ♦, Eq�P RALEIGH.NORTHCAROLINA27607 EFFLUENT FORCE MAIN
MEASURE I" THEN DRAWING IS HANDLING G3
REV ISSUED FOR DRTE BY NOT TO FULL SCALE LICENSE NO. - C-0381

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART II)
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF44SPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE
BELOW. W HEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION
PERSONNEL TO BE IN JEOPARDY. THE INSPECTION MAY HE DELAYED UNTIL THE NEXT BUSINESS DAY ON
WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION. WHEN A STORM EVENT OF EQUAL TO OR
GREATER THAN 1.0 INCH OCCURS OUTS IOE OF NORMAL BUSINESS HOURS- THE $ELF-IN$PECTIOk SHALL BE
PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY- ANY TIME WHEN INSPECTIONS
WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.
REQUIRED GROUND STABILIZATION TI MEFRAMES
FR EOUENCY (CUR ING
INSPECT
NORMAL BUSINESS
INSPECTION RECORDS MUST INCLUDE!
HOURS)
(1) RAIN GAUGE
DAILY
DAILY RAINFALL AMOUNTS.
MAINTAINED IN GOOD
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE
WORXING ORDER
DURING V,EEKEND OR HOLIDAY PERIOD$, AND NO
INDIVIDUAL -DAY RAINFALL I14FORUATIC14 IS
AVAILABLE, RECORD THE CUMULATIVE RAIN
MEASUREMENT FOR THOSE UN-ATTEIIDEO DAYS
IAND THIS WILL DETERMINE IF A 5TTE INSPECTION IS
NEEDED). DAYS ON WHICH INC RAINFALL OCCURRED
SHALL BE R EC OR DE D AS -ZE RO.- THE PER MITTEE
MAY USE ANOTHER RAIN -MONITORING DE VICE
APPROVED BY THE DIVISION.
(21 E&SC MEASURES
AT LEAST ONCE PER 7
1. IDENTIFICATION OF THE MEASURES INSPECTEC,
CALENDAR DAYS AND
2. DATE AND TIME OF THE INSPECTION,
WITHIN 24 HOURS OF A
3. NAME OF THE PERSON PERFORMING THE
RAIN EVENT_ 1.0 INCH
INSPECTION.
IN 24 HOURS
A- INDICATION OF WHETHER THE MEASURES WERE
OPERATING PROPERLY,
S. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
S. DESCRIPTION, EVIDENCE. AND DATE OF
CORRECTIVE ACTIONS TAKEN.
(B) STORMWATER
AT LEAST ONCE PER 7
1 IDENTWICATON OF THE MEASURES INSPECTED,
DISCHARGE
CALENDAR DAYS AND
2. DATE AND TIME OF THE INSPECTION,
OUTFALLS (SDOS)I
WITHIN 24 HOURS OF
3. NAME OF THE PERSON PERFORMING THE
RAIN EVENT a 1.0 INCH
INSPECTION.
IN 24 HOURS
4. INDICATION OF WHETHER THE MFASU RES WERE
OPERATING PROPERLY,
S. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
S. DESCRIPTION, EVIDENCE. AND DATE OF
CORRECTIVE ACTIONS TAKEN
(4) PERIMETER OF SITE
AT LEAST ONCE PER 7
1 IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE
CALENDAR DAYS AND
SITE LIMITS, THEN A RECORD OF THE FOLLOLVIN
W THIN 24 HOURS OF A
$HALL BE MADE:
RAIN EVENT � 14 INCH
2. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE
IN 24 HOUR
SEDIMENT THAT HAS LEFT THE SITE LIMITS,
3. DESCRIPTION, EVIDENCE- AND DATE OF
C OR RECTIVE ACTIONS TAKEN, AND
4- AN EKPLANATION AS TO THE ACTIONS TAKEN TO
CONTROL FUTURE RELEASES
(S) STREAMS OR
AT LEAST ONCE PER 7
1- IF THE STREAM OR WETLAND HAS INCA EASED
WETLANDS ONSITE
CALENDAR DAYS AND
VISIBLE SEDIMENTATION OR A STREAM HAS
OR OFFS ITE(WH ERE
I MLIMI 24 HOURS OF A
VI BIBLE INC REASED TURBIDITY FROM THE
ACCESSIBLE)
RAIN EVENT, 1.0 INCH
CONSTRUCTION ACTIVITY, THEN A RECCROOF
IN24 HOUR $
THE FOLLOWING SHALL BE MADE'.
2. DESCRIPTION, EVIDENCE AND DATE OF
CORRECTIVE ACTIONS TAKEN. AND
3. RECORDS OF THE REQUIRED REPORTS TO THE
APPROPRIATE DMSI ON REGI CNAL OFFICE PER
PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT -
GROUND
AFTER EACH PHASE OF
1. THE PHASE OF GRADING INNSTALLATION OF
STABILI2ATION
GRADING
PERIMETER F&SC MEASURES, CLEARING AND
MEASURES
GRUBBING, INSTALLATION OF STORM DRAINAGE
FACILITIES, COMPLETION OF ALL
LAN04NSTUR81 NG ACTIVITY, CONSTRUCTION OR
R EDEVELOPM ENT, PERMANENT GROUND
COVER).
2. DOCUMENTATION THAT THE REQUIRED GROUND
STABILIZATION MEASURES HAVE BEEN
PROVIDED WITHIN THE REQUIRED TIMEFRAME
OR AN ASSURANCE THAT THEY WILL BE
PROVIDED AS SOON AS POSSIBLE.
I NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 DAY CALENDAR DAY INSPECTION REQUIREMENT I
SECTION S. RECORDKEEPING
1, EASC PLAN DOCUMENTATION
THE APPROVED III PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE THE
APPROVED EASC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER IRS PERMIT
THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL SE KEPT ON SITE AND AVAILABLE FOR
INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS.
ITEM TO DOCUMENT
INSPECTION RECORDS MUST INCLUDE:
(A) EACH E&SC MEASURE HAS BEEN
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE
INSTALLED AND DOES NOT S1GNIFJCANTjY
APPROVED E&$C PLAN OR COMPLETE. DATE AND SIGN AN
DEVIATE FROM THE LOCATIONS,
INSPECTION REPORT THAT LISTS EACH F&SC MEASURE
DIMENSIONS AND RELATIVE ELEVATIONS
SHOWN ON THE APPROVED EBSC PLAN -THIS
SHOWN ON THE APPROVED E&SC PLAN.
DOCUMENTATION IS REQUIRED UPON THE INITIAL
INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC
MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.
(B) A PHASE OF GRADING HAS BEEN
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETED.
COMPLETE. DATE AND SIGN AN INSPECTION REPORT TO
INDICATE COMPLETION OF THE CONSTRUCTION PHASE
(C) GROUND COVER IS LOCATED AND
INITIAL AND DATE A COPY OF THE APPROVED 111 PLAN OR
INSTALLED IN ACCORDANCE WITH THE
COMPLETE. DATE AND SIGN AN INSPECTION REPORT TO
APPROVED E&SC PLAN.
INDICATE COMPLIANCE WITH APPROVED GROUND COVER
SPECIFICATIONS.
(DI THE MAINTENANCE AND REPAIR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
REQUIREMENTS FOR ALL E&SC
MEASURES HAVE BEEN PERFDRMED-
IEI CORRECTIVE ACTIONS HAVE BEEN
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
TAKEN TO E&SC MEASURES.
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE THE COMPLETION OF THE CORRECTIVE ACTION.
Z. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE EBSC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE
SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES CUP ING NORMAL BUSINESS HOURS, UNLESS THE
DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIOUE 51TE CONDITIONS THAT MAKE
THIS REQUIREMENT NOT PRACTICAL!
(A) TH IS C ENERAL PER MI T AS WE LL AS THE C ERTIFICATE OF COVERAGE, AFTER I T I$ A ECEIVEO.
f BI RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS THE PERMITTEE SHALL
RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE
DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF
ELECTRONICALLY -AVAILABLE RECORDS IN LIEU OF THE REQVI RED PAPER COPIES WILL BE ALLOWED
IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-0IOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A
PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST {40 CFR
122.411
PART II, SECTION G. ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN THESE DEVICES NEED TO BE
DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS THIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH
EXTENDED COLD WEATHER). HONSURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL Be ALLOWED ONLY WHEN ALL QF THE FOLLOWING CRITERIA HAVE BEEN MET:
IN THE EBSC PLAN AUTHORITY HAS BEEN PROVIDED MATH DOCUMENTATION OF THE NON -SURFACE WITHORAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT WILL OCCUR THE NQN-SURFACE
WITHDRAWAL
SHALL NOT COMMENCE UNTIL THE EBSC PLAN AUTHORITY HAS APPR OvED THESE ITEM$,
M)I THE NON•SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART 111. SECTION C. ITEM 12)(C) AND IDI OF THIS PERMIT
(C) DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT ES REMOVED FROM THE SEDIMENT BASIN. EXAMPLES OF APPROPRIATE CONTROLS
INCLUDE
PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
(D) VEGETATED. UPLAND AREAS OF THE SITES OR A PR OPERLV DESIGNED STONE PAD IS USEO TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE,
(E) VELOCITY DISSIPATION CEVIC ES SUCH AS CHECK DAMS. SEDIMENT TRAP$. AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES. AN
In SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE 15 DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSTIION OF SEDIMENT INTO WATERS OF THE UNITED
STATES.
SECTION C: REPORTING
1. OCCURRENCES THAT MUST
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES'
(A) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND
Ml OIL SPI LLS IF,
THEY ARE 25 GALLONS OR MORE.
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
THEY CAUSE $HEFT ON WATERS (REGARDLE$$ OF VOLUME). CR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS IREGARDLESS OF VOLUME}
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311
OF THE CLEAN WATER ACT (REF: 40 CFR 1 H0.3 AND 40 CFR 117.3) OR SECTION T02 OF CERCLA IREF: 4D
CFR 302.4) OR G.S. 143.215.85.
(0) ANTICIPATED BYPASSES AND QMANTICI FATED BYPASS
(E) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE
ENVIRONMENT.
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED- HE SHALL CONTACT
THE APPROPR IATE{OIViSION REGI ONAL OF FILE WITHIN THE TIME F RAMES AND IN ACCOR DANCE WITH THE
OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE
REPORTED TO THE DEPARTMENT'S ENVI R QNME NTAL EMERGENCY CENTER PERSONNEL AT(WD) 1155.n39B.
OCCURENCE
R EPORTIN4 TIMEF FAME (AFTER DISCOVERY[ AN D OTH ER REQUIREMENTS
(A) VISIBLE SEDIMENT
. WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
DEPOSITION IN A STREAM OR
• I N7NM17 CALENDAR DAYS, A REPORT THAT CONTAINS A
WETLAND
DESCRIPTION OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS
THE CAUSE OF THE DEPOSITION DIVISION STAFF MAY WAIVE THE
REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
• IF THE STREAM IS NAMED ON THE NC 303[D) LEST AS IMPAIRED FOR
SEDIMENT -RELATED CAUSES, THE PE R MITTEE MAY BE A II G TO
PERFORM AODI TIONAL MCN MOPING INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE
FEDERAL OR STATE IMPAI RED -WATERS CON DITIONS-
(B) OIL SPILLS AND RELEASE OF
. WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION -THE
HAZARDOUS SUBSTANCES
NOTIFICATION SHALL INCLUDE INFORMATOIY ABOUT THE LATE. TIME -
PER ITEM 1(BHC) ABOVE
MATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE -
IC) ANTICIPATED BYPASSES j40
A REPORT AT )EAST TEAT DAYS REFIDRF TNF PA TF OF THE BYPASS,
CFR 122-41(MI)(3))
W POSSIBLE THE REPORT SHALL INCLUDE AN EVALUATION OF THE
ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
ID) LNANTIC IPATED BYPASSES
. 1177IMH 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICAYION-
I4G CFR I22 4I(NI
. VATHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN
EVALUATION OF THE QUALITY AND EFFECT OF THE BYPASS
(E) NONCOMPLIANCE WITH THE
• WITHIN 24 HOURS. AN ORAL OR ELECTRONIC NOTIFICATION
CONDITIONS OF THIS PERMIT
. WITHIN 7 CALENDAR NAYS. A REPORT THAT CONTAINS A DESCRIPTION
THAT MAY ENDANGER
OF THE NONCOMPLIANCE. AND ITS OAUSES: THE PERIOD OF
HEALTH OR THE
NONCOMPLIANCE- INCLUDING EXACT DATES AND TIMES, AND IF THE
ENVI RONMENT 140 CFR
NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME
122.41(LXT)I
NONCOMPLIANCE IS EXPECTED TO CONTINUE: AND STEPS TAKEN OR
PLANNED TO REDUCE, ELIMINATE- AND PREVENT REOCCURRENCE OF
THE NONCOMPLIANCE [40 CFR 1p2.41(LX5).
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT
ON A CASE -BY -CASE BASIS.
PROJECT
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JOHNSTON COUNTY, NORTH CARDLINA
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4011 WESTCHASE BOULEVARD, SUITE 500
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4011 WESTCHASE BOULEVARD, SUITE 500
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'
Fnr
si
4
�
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mt3ai
N
e4i N
EXISTING GRADE
x
V
s
EX 8 WAS -A
L
Y
17- WA
F:I•:
x
w
30" EFFLUENT--E?C"c-
RS
FORCE MAIN
80 LP 48' STEEL CASING PIPE
F
W
J�
6
O
2 [�1
6w
W
m m
1B1s
IP
—1,--
51+00
52+00
53+00
54+00
PKUFILt 55+00
56+00 57+00 58+00
HORIZONTAL SCALE: I' = 40'
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER
M. SADLER
FINAL DRAWING -FOR
H ,5Sin
�q CAP
P� y�
�
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CARDLINA
DESIGNED BY. B.EaWAROS
DRAWN BY
R SELISKER
REVIEW PURPOSES
ONLY - NOT RELEASED
a
SEAL r
3736A
_
CHECKED BY.
T.TANT
FOR CONSTRUCTION
�� `�ryslr:E.64 Oy
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LI C ENSE NO.: C-0381
210 VVASTEVVATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
IF THIS GAR DOES NOT 0 yr 1-
MEASURE 1" THEN DRAWING IS
NOT TOP U LL SCALE
594-00
240
235
230
225
220
215
210
60+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 50+00 TO STA 60+00
NOTES:
1. CONTRACTOR SHALL INSTALL SECTION OF
TEMPORARY CHAIN LINK FENCE TO PROVIDE A
BARRIER BETWEEN EXISTING BUILDING AND
CONSTRUCTTON ACTIVITIES. TEMPORARY CHAIN
LINK FENCE SHALL BE INSTALLED BEFORE ANY
CONSTRUCTION ACTNITIE5 SHALL BEGIN IN THIS
AREA.
2, EXL5TING SEPTIC TANK POMP STATION AND DRAIN
FIELD LOCATED EAST AND IN FRONT OF HOUSE,
CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN
THE LIMITS OF DISTURBANCE AND PROVIDE
MEANS TO PROTECT ALL COMPONENTS OF
EXISTING SEPTIC SYSTEM FROM CONSTRUCTION
ACTIVITIES.
LL13i y, �S�LITY P� �o
BEFORRYOIT DIO1
CONTACT ONE -CALL CID17W
CALL 1111
1�..� 4M
HORIZONTAL SCALE: I" = 40,
40 20 0 40'
4 2 0 4
VERTICAL SCALE- 1'-4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
PJ

230
225
220
215
210
205
200
60+00
STA 6 'A"
30' 45° BE
61+OtJ
As
WATER VALVE
S'DfP STLf6 GW
CONC PAD
9
;�A63+20
Rs
3(r EFFLUENT
FORCE MAIN
AGF CLEARING LIMITS. TYP
iM1¢NDYSAgpll/.,. �
D3571 PG 120 LIMITS OF DISTURBANCE- TYP
PS 52 PG 236
WN: 76T90(F2f 3765
s�9~
1 d1F
64+00
TEMPORARY
VEHICULAR STREAM
CROSSING. TYP
C-3SW09
"C STA 01�6E'
�3w 2m%o BEND
(DEFLECTED AND ROTATED
/ FOR ALIGNMENT)
J ExI STING SWALE)ES-2j.
_—_ RECM VOTH MINIMUM SHEAR
--- -- STRESS OF 2 LB1117I. TYP —
C-al-w5o C-al-04Ta
STABILIZED CUTLET '
FOR SILT FENCE, TYP
451 -0402
PLAN
SCALE: 1' = 40'
WF
JOSEPH M1 HAEL PARKER
DO 3274 PG 6)6
-
PIN: 167300-37-T65
p
a• Dr rue GN
CONC AD
s
SILT FENCE I TREE
PROTECTION FENCE-TYP
C-31-0406
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UTILITY EASEMENT
FILTRATION
TYP 6
IJM AL
C-3y
I [
80' EFFLUENT \
FORCE 11AIH r
.w
Novs . rtrAe:2r6 .
09571P�'' 120 TOP VAL NIT 2f3.56'
p9 52 PG'�36 TOP PIPE 10.I8—
PIN: 167,9013* -3765
MNW
RIM: 21S.66'
TOP VALVE NUT' 212.6T
70P PIPE: 214.0
i2,173,332.32
ELEVATION= 215.OW
h
SAT x
DISH
ryYV Q`
RIM 21 -
Klj_ VALVE .22
(i POPE
n UNIMPROVED ACCESS y4r�
PATH-TYP
X. r111\ ky .....�
00
D
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3 SIA IN
ExV
"GRADE
I
I
EFFLUENT
RCE MAIN
1819' RJ DIP
96' RJ DIP
479 RI OAP
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00
PROFILE
PROJECT
ENGIIeE=R M. SADLER
H CAP
FINAL DRAWING - FOR �q ��L53)a� y�
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 3733A
FOR CONSTRUCTION �'P eR'GI1:EF-¢ Qh
DESIGNED BY. B- EDWARDS
DRAWN RY P- SELISKER
CHECKED RV T.TANT
M THIS GAR DOES NOT 9 vr
MEASURE 1" THEN DRAW1Hq I5
NOT TO FU ILL SCALE
1
REGULATORY APPROVAL
1112112R
HTT
REV
1SSUEOFOR
GATE
BY
HORIZONTAL SCALE: I' = 40'
VERTICAL SCALE: 1"=4'
DEPARTMENT OF PUBLIC UTILITIES
Hazen
JOHNSTON COUNTY, NORTH CARDLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- : C-0381
230
210
205
zoo
7❑+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 60+00 TO STA 70+00
y LITY O �o
�1�1�1rrr�lrkkkk Y� ''
BEFORE YOII D101
CONTACT ONE -CALL CSNIHR
CALL 91I
OR
HOR IZC NTAL SCALE: 1" = 40'
40 20 0 -in
aI I
x D 4
VERTICAL SCALE: 1"-4'
*ATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
P6

//'�
NIF
WENDY SAOAMS
D8 57T PG 120
PB 52 PG 236
PIN: 18730426-376$ 8
LIMITS OF DISTURBANCE. TYP --__ -/ - - _ - - . ,� - i� - (! n`,`� n•
NIF V
RA YFORD HBVTN PAAREH yFEj-
NO DEED FouND
STA 7fa22 / I .'IC Pw:387380-3b.77,3$ M}
7
(ROTATE AS REQUI
CLEARING LIMfT'S, TYP
UNIMPROVED
ACCESS PATH, TYF
220
215
2.10
205
200
195
190
70+00
:2T3
I
N`F LOT4 4-07`3 L072
ANNA KATHRYN JOHNSON
D6 4528 PG 2 T µp
PIN: J673D0,'W4877 LINWOOD E BYRD � IWF
- BYRD
BETSYL BYRD YRO
m 432PG7T} BE.
PB d3 PG 337 D84830.7
- : Lors4 W. �
�:�:; •'� ` F4FYTE7306,97J331! LDTa 7�2
J
10' PERAIANENT� _ _ `
TILITY ERSEM T � ��`'
75+{}� TREE PROTECThION 76+06 I N ~ $Tp76+06
O - FENCE. SEE NOTE 30•gp• SEW
=% -09�lr_ CUJ
' 3a' MAGNOLIA _ -
}g2� 2T MAGNOLIA 3D EFFLUENT NV 8k'
FORCE MAINyy 78+00 •
- - - Rs
' GRAVEL CONSTRUCTION c - s
ENTRANCE, TYP IF°
_ H&V-CONTROL
C�1-0490 STABILIZED C4}TLET JK
_ FOR SILT FENCE, TYP N- 6X81R,S4.
E: 2,173,837.86
_y GStAd02 ELEVATfON: 2D7 HW
MNW Fw. 207. TIT
SILT FENCE I TREE FOR. 7 TOP VALVE NUT: 204.
PROTECTION FENCE. TYP TOP V • I4 TOP PIPE =48'
C-31-0406 TOP PE: 203.2T
� RIA12D7.a12'
NR= TOP Y T. 204. 14'
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SEE DETAIL C.33-0604R
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120
lfi' PERMANENT
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EXISTING SWALE [ES•3I
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RECW WTH MINIMUM SHEAR
PIN_ 1g73D0-465465
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v
INIM UM THICKNESS OF 0.50"
4
�
ab
420' RJ DIP
SOW RJ OIP
71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
PROFILE
PROJECT
ENGINEER M. SA[]LER
H CAP
FINAL DRAWING - FOR
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 3736A
FOR CONSTRUCTION
DESIGNED BY. B- EDWARDS
DRAWN BY P. SELISKER
CHECKED BY T.TANT
M THIS BAR DOES NOT 9 vr
MEASURE 1" THEN DRAW1Nq I5
NOT TO F LI ILL SCALE
REGULATORY APPROVAL
1112v2D
HTT
ISSIIEGFOR
GATE
By
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: I'"'
DEPARTMENT OF PUBLIC UTILITIES
azren
JOHNSTON COUNTY, NORTH CAROLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
220
215
210
205
20❑
195
190
80+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 70+00 TO STA 80+00
NOTES:
1. CONTRACTOR SHALL INSTALL SILT FENCE/TREE
PROTECTION FENCING AROUND EXISTING
MAGNOLIA TREES TO PROTECT FROM
CONSTRAICnON ACTIVITIES. CONTRACTOR SHALL
TAKE SPECIAL CAUTION IN THTS AREA TO
MINIMIZE TREE DISTURBANCE. TREE PROTECTION
FENCING SHALL BE INSTALLED A MIN IMLIM OF 10'
FROM T14E BASE OF THE TREE. NO PRUNING
SHALL TAKE PLACE WITHIN THE TREE PROTECTION
AREA.
Lwi y ITY
BEFORE YOU D10I
CONTACT ONE -CALL CSN1M
CALL S I I
OR
HORIZONTAL SCALE: I" = 40'
411 2O tl 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
�j

205
200
195
190
185
180
175
80+00
\
STABILIZE D OUTLET
FOR SILT FENCE, TYP —•�
,�
C-31.040Z '•1
1
SILT FENCE / TREE
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PIN, 167300-56-S563
191
1ST.
191'
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GRAVEL CONSTRUCTION
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A CREEM
ENTRANCE, TYP
C-31-P400
1C
IN PG S7
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0047�aJ
t7
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E:3.1798
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-
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ELEVATITONON::184.51'
.
WAS A ��ri5
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r
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FIBER FILTRATION
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PLAN
TUBE.TYP
SCALE: 1" = 40'
c-31-0424
0
mm
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3.5' MIN
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81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00
PROFILE
HORIZONTAL SCALE: 1" = 401
VERTICAL SCALE: 1°=4'
PROJECT
ENGINEER M. SADLER
nCAP
FINAL DRAWING - FGR
REVIEW PURPOSES
ONLY - NOT RELEASEDT.TANT FOR CONSTRUCTION
a ��
`rLL.I
n
HAZENANOSAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NC- :C-0381
DEPARTMENT OF PUBLIC UTILITIES
JDHNSTDN CDUNTI', NORTH CARDLINA
-
210 VVASTEVVATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
DESIGNED BY. B-EaWAR05
DRAWNBY P- SELISKER
IFTHIS BAR DOES NOT u yr 1•
EASURE'"THEN DRAWING Is
NOTTOFULLSCALE
REGULATORY APPROVAL
1112ll2R
HTT
REV
ISSUEGFOR
GATE
By
205
)00
190
185
180
175
90+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 80+00 TO STA 90+00
rust y, ILITY
BORE YOII D1GI
CONTACT ONE -CALL CE NI'SR
CALL 91I
OR
ImoO-632-AM
HORIZONTAL SCALE: 1- = 40'
40 211 ❑ 40'
4 2 0 4
VERTICAL SCALE: 1'.4'
GATE: NOVEMBER 2020
I}AZEN NO.: 30621-025
CONTRACT NO 01
ORAWSNG
NUMBER:
P8

195
190
185
180
175
1-70
165
90+00
R ,
CHRlSTOPNERYAlV P♦:77lT l
GA .. 16 O HYRPETTfT - - - J '
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W
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STA
66 LIMITS OF DISTURBANCE, TYP
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ELEVATION: 182-
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C) V STABILIZED OUTLET
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m
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SCALE: 1" = 40' r+
v 111 III
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x
m
"t$'FlNG GRADE
N 9- mill
9
EFFLUENT
F
CE MAIN
275'RJ �fP
9B' Rj CIP
91+00 92+00 93+00 94+00 95+00
PROFILE
PROJECT
ENGINEER M. SADLER
FINAL DRAWING - FOR
REVIEW PURPOSES
ONLY - NOT RELEASED
FOR CONSTRUCTION
DESIGNED BY. B. EDWARDS
DRAWN BY P. SELISKER
CRECKED BY. T.TANT
BAR DOES NOT 9 1!2' 1'
MEAASURE 1" THEN DRAWING I5
ME
N07 TO FULL SCALE
REGULATORY APPROVAL
lir4212
If TT
15SUE6 FOR
GATE
gy
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
CAP
P� L551p`I.7~
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a SEAL r
3736A
d� �rysIrE64 dy
T Eti�
_
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
96+00 97+00 98+00
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
99+00
195
190
i si
I RID
175
170
165
100+00
1:4aallJA1011rfe]:01:21 EI_►Ikq
PLAN AND PROFILE
STA 90+00 TO STA 100+00
YI15i y �S�LITY
BEFORE YOU DIGI
CONTACTONE-CALLCENTU
CALL 91L
OR
i-800-
HORIZONTAL SCALE: I" . 4C'
411 20 O 4D'
4 2 0 4
VERTICAL SCALE: 1"=4'
DATE: NOVEMBER 2020
HAZEN INC.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
P9 I

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7
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AB 3278 PG 287 �1
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PB 66 PG 114 4
3V 22.5' VERT SEND
PIN' 7673L0.565565 I
STREAM PUMP AROUND,SEE PCD4
INSET THIS SNE ET
195
190
185
180
175
170
165
100+00
STREAM BUFFER
(ZONE V
STREAM BUFFER
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: N: 838.899.90
STABILIZED OUTLET
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ACCESS PATH, TYP
E' 2,176,3SY-y4
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PROTECTION. TYP
I RLEODAUP"FGN7RY
i
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LITIL17Y EgSfMfNi M1. 19,3.10' -
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P9 1 PG r62 BFF DETAIL C. 310004R
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PLAN
SCALE: 1" = 40'
i11Hw
AIM. 197 92'
TOP VALVE NLI T. T69 89'
TOP PIPE: IE7.84'
FORCE
CL
LLj
Lu
N
LLI
Lu
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0
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SILT FENCE I TREE
Lu
PROTECTION FENCE. 7YP
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DISCHARGE TO
_ 4•H
11 ��
TO CULVERT
SEDIMENT
CLEAN WATER
LINE AND PUMP
FILTER SAG
TO EXISTING
RIM. 193.43'
TOP VALVE NUT. 1517.46'
TOP PIPE- 188. 26'
LIMITS OF DISTURBANCE, TYP
Z
i
=
EXISTING GRADE
m
v
m
MIH
9D'EFFLUENT
FORCE MAIN
urgr
±�S
maw
275'R
DO
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER M. SADLER
g�H'53)
FINAL DRAWING - FGR �q �Lss1ay
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 373BA
FOR CONSTRUCTION �� eryEe• ay
�,r �pQ•
Hazen
_
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- :C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 VVASTEVVATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
DESIGNED BY. B.EDWARDS
DRAWN BY P. SELISKER
CHEC KED BY. T.TANT
IF THIS GAR DOES NOT u Irz• r
MEASURE I" THEN DRAVYIHG IS
NOT TOFUILL SCALE
REGULATORY APPROVAL
1112ll2R
HTT
ISSUEOFOR
GATE
By
195
190
185
cry
175
170
165
110+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 100+00 TO STA 110+00
CULVERT
n •,
f -Be
+ e
J l�
DEWATERING SANDBAG _
LIRE AND \ OIVER SIGN
PUMP ti ONKE. TYP
STREAM PUMP AROUND PLAN
SCALE: i" - 40'
y S�rusT
LITY
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
CALL 61 N
OR
t-800-
HORIZONTAL SCALE: i" = 40'
40 20 0 41'
4 2 ❑ 4
VERTICAL SCALE: 1".4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER : Pill
f 1U

200
195
19D
185
180
175
171)
110+00
SILT FENCE 1 TREE
PROTECTION FENCE, TYP
C-2t-NIX STA 1
39' 919E
D�
Nr
STA 112r23
PERMAN90' 11i1TIL" EASEMENT K&V CONTROL
TYPJK NAtL A�81
N: 637,D08.S2
2.176,W&94
ELEVATION:
m
N I 34"EFFLUENT
> ` 'FORCE MAIN f
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DISTURBANCE, TYP
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30' 90' BEN6
15'TEA1P CONST j TRH HLESS
EASEMENT INSTALLATION
PLAN
SCALE: 1" = 40'
GRAVEL CONSTRUCTION
ENTRANCE. TV
r C-a1�1eA
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SILT FENCE! TREE
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-_ ELEVATION: 167-15'J N
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SCALE: 1" = 40' ms",
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MINIMUMTHICKNESS
0-60'
W
71E'
RJ DIP
111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
PROFILE
PROJECT
ENGINEERM. SADLER
¢�N CAROB/
FINAL DRAWING - FOR �o �s ssayy
REVIEW PURPOSES
ONLY - NOT RELEASED a `
3"73"ae
FOR CONSTRUCTION
Fr r >:o�A�
DESIGNED BY: S• EDWARDS
DRAWN BY P- SELISKER
CHECKED ev T.TANT
IF THIS GAR DOES NOT 0 irr I •
MEASURE V THEN DRANANG IS
NOT TO FULL SCALE
RECULATORV APPROVAL
I 1 Ta020
1 T7
ISSUED FOR
DATE
I BY
HORIZONTAL SCALE: L" = 40'
VERTICAL SCALE: 1"=4'
DEPARTMENT OF PUBLIC UTILITIES
Hazen
JOHNSTON COUNTY, NORTH CAROLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RaLEIGH.NORTH CAROLM27607
LICENSE NO.: C-0381
200
190
185
180
175
170
120+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 110+00 TO STA 1 20+00
n�wsr�
�'uiiLlT7p�
rE
7 1 Al
BARB YOU DIOI
CONTACT ONB-CALL CIENfER
CALL RI
OR
I-SDD-632-4W
HORIZONTAL SCALE: I" = 40'
40 2n 0 40'
4 s ❑ 4
VERTICAL SCALE: 1'=4'
DATE NOVEMBER 2020
HA2EN NO_: sas�1-ass
CONTRACT NO 01
DRAVONG
NUMBER:
P�

190
185
180
115
170
165
160
120+00
FIBER FILTRATION
TUBE, TYP
C'.a1-04$4
SILT FENCE I TREE
PROTECTION FENCE, 7YP —
G31-04g6
120+00 121+00.
WA TE.R VALE
6' D!P STUB ON
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LIMITS OF p15T7�RgANCE. TYP • �
PERYA7SENT 31r EFFLUEN� /J` j Sri
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123+00—124+00 125+00 126+00 I 127+DO 128+00 - so
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PLAN
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3 LIMITS. TYP
NOTES:
1. RIPRAP APRON SHALL BE NCDOT CLASS B RIPRAP
AND SHALL BE INSTALLEb WITH TYPE Ill
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SEPARATOR GEOTE%l7LE FABRIC BENEATH.
1
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so
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L-CM AL VF.
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7
EXISTING GRADE
g N p
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121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
PROFILE
PROJECT
ENGINEER M. SAOLER
¢�i, CRR�C/
FINAL DRAWING - FOR �4 ��L5slo,� y�
REVIEW PURPOSES a SEAL
ONLY - NOT RELEASED 37368
FOR CONSTRUCTION
FT T
DESIGNED BY. B. EDWAROS
DRAWN BY P. SELISKER
C 14EC KED BY. T.TANT
BAR DOES NOT q�vr '
EASURE 1" THEN DRAWING I5
ME
N07 TO FUILL SCALE
REGULATORY APPROVAL
111282p
NTT
ISSUEOFOR
GATE
gy
HORIZONTAL SCALE. I" = 40'
VERTICAL SCALE: 1'=4'
DEPARTMENT OF PUBLIC UTILITIES
Hazen
JOHNSTON COUNTY, NORTH CARDLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
190
185
1B0
175
170
165
160
130+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 120+00 TO STA 130+00
"T
, LITY pftrq%
f�
BORE YOII DE3I
CONTACT ONE -CALL CENTU
CALL 91 I
OR
HORS 20NTAL SCALE: i' = 40'
40 20 0 40,
4 2 0 4
VERTICAL SCALE: 1".4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
P12 1

t a aa z I
f ft>n
SILT FENCE 1 TREE g W Y l
C`LIMITS. TYP - PROT1i N F ENCE. TYP '• t
'STA 130-30 STA 130+92 STA IS2-00 C31.0{08 j
90' 30' 46' 81 W COMBINATION AIR RELEASE � �
STA 190�36 STA 131+p0 AND VACUUM VALVE - LIMITS OF DI$TURS/WCE. TYP
45, 45 SEND SEE DETAIL C-330GWR
NIF 3V EFFLUENT
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EVATICHN 174,
175
3
1 PLAN
SCALE: 1" = 40'
180
175
170
165
160
155
150
130+00
ADD7E
TRLASTEE
WALLRC
a i
GRAVEL AND RIP RAP
TR
FILTER BERM. TYP
AN
NIF
G31-04B0
'
AMC AUSTIN WALLACE;
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TRUSTEE OF I1HEADDIEAIISTIN
WALLACE REVOCABLE TRUST
DB 4342 PG 640
.
14a+Oa
TRACT 1. PARCEL 1
139+00
137+0a PN-1673oo-75-=7138+00
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131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00
PROFILE
PROJECT
ENGINEER M. SA[]LER
H CAP
FINAL DRAWING - FOR �q ��I,5sjo. y�
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 3738A
FOR CONSTRUCTION
DESIGNED BY. B- EDWARDS
DRAWN BY P- SELISKER
C14FCKED BY. T.TANT
IF' MEASURE Tkl9 BAR DOES ROT q�'
1" THEN DRAVYfNG I5
NOT TO FU ILL SCALE
REGULATORY APPROVAL
1112ll2R
kTT
ISSUEGFOR
GATE
gY
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1^=4`
DEPARTMENT OF PUBLIC UTILITIES
azen
JOHNSTON COUNTY, NORTH CAROLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- : C-0381
180
175
170
165
160
155
150
140+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 130+00 TO STA 140+00
i y ITY
�1�1�1rrr�lrttkk Y� ''
BEFORH YOU DEGI
CIONTACY ONE -CALL C iiii
CALL all
OR
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
mj
4 2 0 4
VERTICAL SCALE: 1'.4'
DATE: NOVEMBER 2020
I+AZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
P13

180
175
170
165
160
155
150
NlF
AODIEAU371N WALLACE.
TRUSTEE OF THE ADVIE AUSTIN
wadLACE REVOCABLE TRUST
DB 4942 PG 840 STA 140+10
TRACT 1, PARCEL I B• COMBINATION AIR RELEASE
PIN, 1879WL7${ 7 ANDVACUUM VALVE
SEE DETAIL C•3.3-0601R
STA 140+R7 �_- r
87A 1411+45'�ND ,Ell
30. 225' VERT BEND k
STA 140+51 {
140+00 901 90• BENDY
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ADDIEAUSTW WALLACE.
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PIN' 167300-754WT
PLAN
SCALE: 1" = 40'
TOPVALVENUr.. f57.13'
TOP PIPE 155 05'
a
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w
w
w
Q
EXISTING GRADE
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3.5 MIN
a
3r E FFLII ENT
a�^a
71 LF 48" S7
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c
4 h
TH
CKNE55 0.50'
SN' RJ DIP
140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER M. SAOLER
g�H53)
FINAL DRAWING - FOR �,ss�a
�q P�y.F
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 3736A
FOR CONSTRUCTION �� eryE� ay
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a ��
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_
HAZEM AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- :C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
-
210 VVASTEVVATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
oESICNEOBY. B.EDWARDS
WN
DRABY P. SELISKERn
CHEC KeO BY. T.TANT
I P'THIS BAR DOES NOT u I!2' r
MEASIJ Re I" THEN DRAVYINO IS
NOT TOFUILL SCALE
REGULATORY APPROVAL
111211n
ffTT
ISSIIEGFOR
GATE
gy
149+00
180
175
170
165
160
155
150
150+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 140+00 TO STA 150+00
rust u � L1 Tr p� o
rf
BEFORE YOU DB31
CONTACT ONE -CALL CE N18R
CelL 81I
OR
I-SIDD-
HORIZONTAL SCALE' V . 40'
4o zo D 40'
4 Z 0 4
VERTICAL SCALE: 1"=4'
Dare: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER: p
f 1 4

165
ib0
155
150+00
1
1 : . uMr j
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3.5' MIN
1
-
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MIN III UM
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SW RJ DIP
151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
PROFILE
PROJECT
ENGINEER' M. SADLER
¢'�N CA 0
FINAL DRAWING -FOR 4p �s ssa yy
REVIEW PURPOSES
ONLY - NOT RELEASED a `EAL
3 r3ae
FOR CONSTRUCTION fM1�fNC R O�'
Fr r >:o�A�
DESIGNED BY: B• EDWARDS
DRAWN BY P- SELISKER
CHECKED 6V. T.TANT
M AStIREHIS I DOES NOT G
MEASURE 1" THEN DRANAN6 I5
NOT TO FULL SCALE
REGULATORY APPROVAL
1 rl T
HTT
ISSUED FOR
DATE
BY
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
DEPARTMENT OF PUBLIC UTILITIES
Fen
JOHNSTON COUNTY, NORTH CARDLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RaLEIGH.NORTH CAROLM27607
LICENSE NO.: C-0381
185
180
175
170
165
160
155
160+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 150+00 TO STA 160+00
Ll� LK137 Cgyy,
0 iLITl' p�
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BIWORE YOU DWI
COCTAW ONB-CAU CB rM
CA1L Bill
OR
l-ow-6 -4w
HORIZONTAL SCALE: 1' = 40'
ao xo 0 40'
4 x o a
VERTICAL SCALE:. 1'.4'
DATE NOVEMBER 2020
NAZEN NO-: 30621-025
CONTRACT NO �1
DRAVONG
NUMUER:

R4 104.
i VAL
Top I.
160+OOI 161+00
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190
185
180
175
170
165
160
160+00 161+00
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TOP VE IdO IS
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f%V CON L
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N: &34,307.87
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ELEVATION: 160.Si�
62+00 � 163+00
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FOR SILTFENCE. TYP f
PLAN
SCALE: 1" = 40'
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162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00
PROFILE
HORIZONTAL SCALE; 1" = 40'
VERTICAL SCALE: 1°=4'
PROJECT
ENGINEER M. SAOLERCAR
CAR
g�H'ssio.
FINAL DRAWING - FGR ad �Lssla y
REVIEW PURPOSES
ONLY - NOT RELEASED a EAL
37388
FOR CONSTRUCTION e R h
SFr ry�" ��a
T E0�
Hazen
HAZEN AND SAWYER
4011 WE STCHAS E BOULEVAR O, SU ITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSENO.:C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
DESIGNED By B-EDWAR05
DRAWN BY P- SELISKER
cHEc ED ay. T.TANT
F'Tk196AR DOES NOT d 1r 1-
MEASURE I" THEN DRAVYING I5 �
NOT TOFULLSCALE
R EGLILATORY APPROVAL
11MG20
kTT
ISSUEGFOR
GATE
BY
190
185
1s0
175
170
165
160
170+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 160+00 TO STA 170+00
�y�,I1L ITT' pR�'
BIPORE YOU DIOI
CONTACT ONE -CALL CENTER
GEL 811
OR
I40o5-6a2-4W
HORIZONTAL SCALE: 1" c 40'
4o xa o 41'
4 2 0 4
VERTICAL SCALE: I'.4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER: p.1
f' I6

WALI,N11 DOi/GYAS PARKER. JR -1
EVA TE FILE # 725PO4 f k
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170+00 171+00 172+ o-----.- -- Rryh}W7T111'
173+00 - - „ 1"M VENUT f67.50'
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35'MIN
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171+00 172+GO 173+00 174+00 175+00 176+00 177+00 178+00 179+00
PROFILE
PROJECT
ENGINEER M. SADLER
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Hazen
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CARDLINA
HAZEN AND SAWYER 210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607 EFFLUENT FORCE MAIN
LICENSE NO.: C-0381
180
'S
170
165
160
155
150
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DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
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PROFILE
PROJECT
ENGINEER' M. SAQLER
N CAROB/
FINAL DRAWING - FOR �o �s sslayy
REVIEW PURPOSES
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DATE
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HORIZONTAL SCALE: L' = 40'
VERTICAL SCALE: 1"=4'
DEPARTMENT OF PUBLIC UTILITIES
Hazen
JOHNSTON COUNTY, NORTH CAROLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RaLEIGH.NORTH CAROLM27607
LICENSE NO.: C-0381
1Qn
170
165
160
155
150
189+00 190+00
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PLAN AND PROFILE
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ws7 .
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BWORE YOU DIOI
CALL 811
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DATE NOVEMBER 2020
HAZEN NO-: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:

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A� �J LIMITS OF
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170
165
160
155
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191+00 192+00 193+00 194+00 195+00
PROFILE
PROJECT
ENGINEER M. SAOLER
FINAL DRAWING - FOR
REVIEW PURPOSES
ONLY - NOT RELEASED
FOR CONSTRUCTION
DESIGNED BY. B- EDWARDS
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LICENSE NO- : C-0381
196+00 197+00 198+00
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
199+00
165
160
155
150
145
140
135
200+00
PLAN AND PROFILE
STA 190+00 TO STA 200+00
rusr y, �S�LITY P� �o
Icy
BEFORE YOU DB31
CONTACT ONE-CALLCENTIR
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1-8DO- 632-AM
HORIZONTAL SCALE: 1" = 40'
40 20 O 40'
4 Z O 4
VERTICAL SCALE: 1"=4'
GATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:

150
145
14C
135
13C
125
120
Nam.
L ��—IIAIIDOUCKA,SPAIiKER,.M
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PROFILE
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PROJECT
ENGINEER M. SADLER
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_
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- :C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATE R TR EATM EN T FAC I L I TY
EFFLUENT FORCE MAIN
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41
150
145
140
135
130
125
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209+00 210+00
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rt y �,�us
LITY
DEPORE YOII DIGI
CONTACT ONE- CALL CENTU
CALL 91I
OR
ice..32-4M
HORIZONTAL SCALE: 1" = 40'
40 20 D 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
DATE: NOVEMBER 2020
IiAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER: p }�
f 20

145
140
135
130
125
120
115
210+00
WAUTAMDOUGLAS PARKER. JR FASTING SB' WIDE RECLAIMED WATER EASEMENT
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~16' PER MAHEHY Pft 7SSXQ-27-3M DR 2215 PG 9
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ISSUEOFOR DATE
211+00 212+00 213+00 214+00 215+00
PROFILE
PROJECT
M. SADLER
ENGINEER
DESIGNED BY.
B- EDWARDS
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO- : C-0381
216+UO 217+00 218+00
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
219+00
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145
140
130
125
120
115
220+00
1 :01:01III►►EI_1Ikq
PLAN AND PROFILE
STA 210+00 TO STA 220+00
MWr y ITY
BORE YOU DIGI
CONTACT ONE -CALL CENTER
CALL 91 I
OR
ice,- 6n-4949
HORIZONTAL SCALE: 1' : 4D'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1'=4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
IN►Ai■

140
130
125
120
110
220+00
FIBER FILTRATION
TUBE, TYP
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Y'I Gat-0450 C-91.0478 5�•g-x�7`
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224+00
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STREAM BUFFER
(ZONE 2I
131
STREAM BUFFET:
(ZONE 1) - Aw
--;y—TON COUNTY
' TIB 381SPG 81fi
STREAM PUMP AROUND, PIN- 7E8300-57-0511
134'
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1
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221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00
PPOFILE
PROJECT
ENGINEER M. SAOLER
H CAP
FINAL DRAWING - FOR �q ��I,5Sin
,� y�
REVIEW PURPOSES a SEAL r
ONLY - NOT RELEASED 3736A
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1'=4'
DEPARTMENT OF PUBLIC UTILITIES
azen
JOHNSTON COUNTY, NORTH CAROLINA
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SUITE 500
EFFLUENT FORCE MAIN
RALEIGH, NORTH CAROLINA 27607
LICENSE NO" : C-0381
140
sr
130
125
120
115
110
230+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 220+00 TO STA 230+00
Lwr
�u, LITY
BORE YOU DB31
CONTACT ONE -CALL CENTER
CALL II I I
OR
HORIZONTAL SCALE: 1' = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1'.4'
DATE: NOVEMBER 2020
RAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:

1 130
1 125
1 120
1 105
1 100
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230+00
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+ +PROTECTION. TYP + + DISTURBANCE- TYP C•S 1-0429 r +, TEMPORARY COFFER
�a+w'� + + + + + + 'h + - PPaF WORK —iGT
SILT FENCE 7 TREE + + + .F �. f +
�.�'-, ..r.' + +' + 2 + + + INV CH f07.]5 �•jJ�
Fps. ..:.':;::;::.= ;.'c`2_`: • + + + F + r + 1
..:,.... PROTECTION FENCE. TYP _ f
10o YR FLOOD EL �`•.-::e..: :`. '-..-:• .' FL0001A04Y + COS + + + + + �• + t + + +
F iB R t
+ + + + LE% LE GROW; + + t + t
r + + - c-a1a4ce +
- - + + + MEDIUM. TYP + + MED u .
+ +
+ + + + + +
�Y + + + + f + •� TEMPORARY FORESTED } + 3 + + + + +
+ + y + y + y + * WETLA}JO CR4SSIN6 + + + 'f +
+ CD4 •+ + + { + + + + 4 {
,, ltlttiltl
EFFLUENT FORCE MAIN HEACWALL,
SEE CD9, COB, AND CD10
LIMITS OF DISTURBANCE. TYP
RIP•RAP NOT SHOWN FOR CLARITY
00,
1
�I CV SEE LCDA. COO. AND CD10 knuYwAlL
PLAN �.237t00
SCALE: 1" = 40'
3
0
�W
n
.Iu
b I
_
OUTFACE ACCESS RORO
•.� SL
C-8s OSSBR
I r
l EXIST
HG GRRCE
COFFEF
DETAIL
I
DE-1
SEOIME
FILTER
EFFLUENT FORCE ..
MAIN HEADWALL. I+ y
SEE COB AND COO
COFFER DAM DIVERSION PLAN
B SCALE: 1" = 10'
1R5
I
a II MfTS OF OiSTURBAHC E. TYP
1
COFFER DAM, SEE
DETAIL 11CD4
105
INEU.E
RIVER
101)
49" EFFLUENT
GRAVITY OUTFACE
EXCAVATION LIMITS
LIMITS
95
EXCAVATION
90
231+00 232+00 233+00 234+00 235+00
PROFILE.
236+00 237+00 238+00 239+00 240+00
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
PRO3ECT
ENGINEER M. SAOLER
H CRRp�F�
FINAL DRAWING - FOR
REVIEW PURPOSES a r
ONLY - NOT RELEASED 3736A
FOR CONSTRUCTION e e h
�� ryclrEE �O
+r T ���ji'`
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEfGt'i, NORTH CARpLINA 27807
LICENSE NO- :C-0381
DESIGNED BY. B. EDWAR05
DRAWN BY P. SELISKER
CHECKED BY T.TANT
M METHIS SAR GOES ROT 9 1!2' I'
ASURE 1" THEN DRAVYfHD I5 �
ROT TOFUILL SCALE
REGULATORY APPROVAL
111211n
HTT
1SSUEGFOR
GATE
0'
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
PLAN AND PROFILE
STA 230+00 TO STA 240+00
DAM, SEE
ICD4
I
RING LINE AND PUMP
Tr
TAG
Lw T
ITY
BEFORE YOU D1GI
CONTACT ONE -CALL CENTER
CALL 01 U
OR
I-800-632-4949
HORIZONTAL SCALE: V = 40,
4a xo a ao
4 2 0 4
VERTICAL SCALE: 1"=4'
DATE: NOVEMBER 2020
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:

W_
COMPACTED
SACKFILL
SELECT BACKFILL
MATERIAL (NO
MATERIAL LARGER
THAN 7)
TYPE A
IN EARTH
C-01-0100
vV
COMPACTED
SACKFILL
SELECT BACKFILL
MATE R IAL (NO
MATE R IAL LARGER
THAN 2')
CA U SH ED STONE TO
A VERTiCALHEIOHT
OF Va PIP E OO ON
SIDES OF PIPE AND 1I6
OD BELOW PIPE IMIN
G-)
TYPE C
C-01-0103
CTED BACRPILL
ROCK
'BACKFILL
AL OR CRUSHED
1 M PIP E OD BELOW
IN 61 AND MIN OF
R TOP OF PIPE
TYPE A
IN ROCK
C-01-0101
c�
x
PIPELINE
0
1B" KB
(OTAMETER VARIES)
m
CLASS 8 CONCRETE
B.ENCH
WIDT
6"
VARIES
SECTION
CLASS S CONCRETE
� 12"
6' 6•
PLAN
ANTI -SEEPAGE COLLAR
C-01-0113
PROJECT
ENGINEER M. SADLER
H CAP
FINAL DRAWING - FOR
REVIEW PURPOSES a SEAL
ONLY - NOT RELEASED 373BA
FOR CONSTRUCTION
DESIGNED BY. B. EDWARDS
DRAWN BY P. SELISKER
CHECKED BY. T.TANT
IF THIS BAR DOES NOT 0 yr
MEASURE 1" THEN DRAVNNG IS
NOT TO FU LL SCALE
REGULATORY APPROVAL
1112020
FITT
1SSUEGFOR
GATE
By
TRENCH
EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OFTRENCH
MAX
VV IN
4'-6'
B•-10•
74'
2'-r
1T
3'4r
O.O.+2•
14•-10'
41-2'
O.D.,r
16•
4'-r
O.D.+2'
Mr.2r
4.r
O.O.+r
2P
4'41'
O.D+r
27-
649'
O.O.+T
3o'
6'-r
O.D.+2•
36•
7'.P
D.D.+2
4r
6'-T
O D.•
46'
6'-W
0.0 +r
O.D.+T
00•
11,4D,
0.0.+2'
77'
11'A'
D.O.+2'
7B'
11'-r
O.O.+Z'
84'
12'-0'
0D+2•
91
1T-V
O.D.+2•
98•
13'-0"
O.D.+r
108"
141-W
O.D.+r
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT V16OTFS
D-W
S=VW4'
�9ro
S•w•12'
a1G-12'
S=Wt16'
�12.14'
S=W+29
•14.16'
S--W+24'
rwls'
S=W+26'
-Ir
S=w+3r
W . TRENCH 1MOTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
E IN ACCORDANCE WITH OSHA
REQUIREMENTS.
C-01-0107
UNDISTURSED
EARTH
w IT
CLASS B
,moo CONCRETE
I _
I x
TYPICAL SECTION
TEE �O RR BEND
1R1
A
?r n
lip
I
I F
PLAN - TEE
FOR ASPHALT PAVEMENT OVER CONCRETE
ASPHALT SURFACE
FOR ASPHALT PAVEME NT
CONCRETE - MATCH
COURSE. MATCH
E XISTI NG. B' MPH
F MSTI NO, 1.5" MIN
EXISTING PAVEMENT
AGGREGATE BASE
COURSE. MATCH
EXISTING. 5- MIN
ASPHALT BASE
COURSE, 3" MIN
AGO REGA7E BASE
COURSE, MATCH
\
EXI STING. 6" MIN
CO
n
SAC KFILLFILL �
1 `\
TYIIEI$FPARATOR
GEOTEKTILET{LE
1
NOTES
I SEE C-01-0107 FOR TRENCH
Al DTH,"W VALUES.
2. SEE C-0"100 THRU
C-01-GIGS FOR PIPE BEDDING
DETAILS
F_ W
SEE NOTE I
TYPICAL TRENCH
CO a
CK SCHEDULE'
PIPE
SIZE
(IN)
ENO
DESIGN
PRESSURE
(PSI)
7O'7TEE
45'
22
N2'
111H'
5WB'
H
L
H
L
I N
L
N
L
H
t L
6
1.4
2.5
IV
2.1
0.7
1.6
0.6
x
xxx
100
8
1.8
3.7
1.4
2.7
1.0
1.9
0.7
XKX
100
12
2.7
5.4
2.0
4.0
1.4
2.0
1.0
x
xxx
100
16
3.6
7.1
2.6
5.2
1.9
3.7
1.3
XXX
100
24
5.5
1D.5
5.9
7.7
2.8
5.5
2.0
xxx
lOB
30
6.5
13.1
4.0
V.4
3.4
8.9
2.4
JXXX
X
XXx
100
96
7.8
15.8
6.2
11.5
4.1
8.2
2.0
X"
100
42
0.1
18.2
6.7
13.4
4.8
0.5
3.4
XXX
10046
10.4
20.7
7.6
15.3
5A
1G.9
5.11
XXX
100
S4
11.7
33.3
8.6
17.1
6.112.2
.3
X
x1(x
100
BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2GOP PSF USING SF OF 1.6
DIMENSIONS FOR BLOCK$ IN PEET
C-01-0112
ADDITION DETAIL READ
SEE STD DETAILS C.D1-0119 THRU C-o1-0112
CONCRETE TI4RUST BLOCKING SHALL
BE USED GNLY AS APPROVED By
CLASS B CLASS S
CONCRETE CONCRETE
UNDISTURBED
EARTH
>1
PLAN - BEN❑
� uN01STURBED
EARTH
NOTES:
I CONCRETE THRUST SLOCRS, ARCHES,
ENCASEMENTS, FLOWABLE FILL, ETC. SHALL EsL
FORMED USING PLYWOOD OR SANDBAGS TO
PROVIDE REM) SHAPE.
NOTES
1 STANDARD DETAIL R ESTRICTIONS ARE LISTED BELOW. FOR SITUATIONS OUTSIDE
THESE RESTRICTIONS ANC HCRAGE SHALL BE AS RECOMMENDED BY THE
ENGINEER
A) NOMINAL SOIL COVER - 4'-0" ABOVE PIPE
B) SOIL PHI • 30-
C) SOIL UNIT WEIGHT . 120 PCF
OI PIPE DESIGN PRESSURE . 100 PSI
EI PIPE SIZE, 12'8
E) VERTICAL PIPE BENDS (DOWN) a 11.25' MAX
F) ALL VERTICAL PIPE SENDS {UPWARD] < V MAX
G) UNDISTURBED IN•SITU EARTH SHALL BE MAINTAINED FOR AT
LEAST 10'-W EITHER
SIDE OF THRUST COLLAR.
1z•
MIN
TYPICAL CONC AET-E TRRUSr COLLAR.
MIN OF ST 1NTO UNDISTURBED ®'
MATERIAL ALL AROUND
TYPICAL BEN1) -
TRENCH BOTTO
ELEVATION
EXCAVATION
FOR COLLAR
TYPICAL CON
THRUST COLI
OF 12' INTO
UNCFS TURBEI
THRUST COLLAR
C-01-0111
FLOWABLE FILL FULL TRENCH 6'
VIADTH (NO ENCASEMENT
PIPE
OD
6'
REQUIRED FOR SPACE GREATER
THAN 17')
CL PROPOSED
PIPELINE
_ EXIST
-CL PIPE
_____________
6' MIN
13, MAx
o
I
B'MIN
tz" MAx
c
'n
PROPOSED
-CL EXIST CL _
PIPE PIPELINE
_
1 T
MIN
r THICK C OM PRESS MILE
JOINT FILLER MATERIAL
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER
EXIST PIPE
THkUST BLOCKS
ISEE NOTE 1) C-01 -01 20
L Il V 1 Lll
C-01-0110
DEPARTMENT PUBLIC UTILITIES
DATE: NOVEMBER 202Q
EFFLUENT FORCE MAIN
T
JOHNSTONHazen- COUNTY, NORTH CARDLINA
HAZENNO.: 3E1621-025
CONTRACT NO 01
CIVIL STANDARD DETAILS
DF
HUMERI
HAZEN AND SAWYER
210 WASTEWATER TREATMENT FACILITY
4011 WESTCHASE BOULEVARD, SLIITE 500
EFFLUENT FORCE MAIN
SHEET 1
RALEIGH, NORTH CAROLINA 27607
C ❑ 1
LI C ENSE NO- - C-0381

SEDIME
rl
STEEL POST
EB'-0- MIN
112^ MESH
HARDWARE CLOTH
ON —o0000 �o 0 0` nAc
o�ov
y 4
r'
2"- 9" COARSE
NOTES.
NOTES.
N5 WASHED STn N'
�
o AGGREGATE §
3 'SILT FENCE SHOULD BE INSTALLED TD ENSURE
N
CONSTRUCTION ENTRANCE IS USED
v
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
I
0 oo�8og000e�$eo�
TH E MU O 15 NOT RE MOVED BY THE VEHICLE
I
0 0 0 o
TRAVELING OVER THE STONE, THEN THE TIRES OF
I
GRADE LINE
THE VEHICLE MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
LT FENCE' THE CONSTRUCTION ENTRANCE EXTENDED `
J
S. MAINTENANCE: ADD O AL STONE AND
\T \\,}}/'�%i\f`
NWITH
-FLUFF-TOP DRESSING WITH 2- STONE. IIIIf/` 4 T
PLAN !
II II
�\ !
fI
II
h +I
EXISTING 351-T MIN 15'-a"MIN r_
h n
V1
NOTE
10 FEET MINIMUM LENGTH
ROADWAY -
NEWCONSTRUCTION
L
MAX J
9
00 0o
ELEVATION
Z "��
GIB
STONE FILTER
I� = TTPE II SEPARATOR GEOTEXTILE 11117
c-31-a402
CROSS SECTION
_.
SEE N.0 DENR EROSION AND SEDIMENT CONTROL
PLANNING and DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES: PLANNING
CONSIDERATION & DESIGN CRITERIA.
-
GRAVEL ENTRANCE/EXIT
x
C-31-0490
"
TYPE I] SEPARATOR
• SEE SITE
SECTION
GEDTEXTILE
GRADING PLAN
PLAN
GRAVEL AND RIP RAP FILTER BERM BASIN
CLASS I RIP RAP
FLOOD STORAGE ZONONE
No�
SEDIMENT STORAGE ZONE -
MAXIMUM SEDIMENT DEPTH
(CLEAN OL1T LEVEL)
A57 WA5HED STONE V
THICK • T HIGH (MIN)
C-31-0480
PROJECT
ENGINEER M. SADLER
DESIGNED BY. B. EDWARDS
DRAWN BY P. SELISKER
CHECKED BY. T,TANT
M THIS BAR GOES NOT 9 1!2' T-
MEA$URE T" THEN DRAWIHq I5
N07 TO FUILL SCALE
REGULATORY APPROVAL
T112ll2D
HTT
15SUE6 FOR
GATE
BY
FLARED END SECTION WITH RIP -RAP APRON
C-22-0311
RIP RAP HEADWR
L'•fi" - ------ --------------
PIPE 3NVERT
CLASS I RIP RAP
i157 WASHED STONE
TYPE SE SEPARATOR GEOTEXTILE
SECTION
GRAVEL AND RIP RAP FILTER BERM BASIN
FINAL DRAWING - FOR
�q¢a�I ss`Jy7
REVIEW PURPOSES
SEAL
ONLY - NOT RELEASED
3736A
FOR CONSTRUCTION
�j T
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
B' MAX (VARIABLE AS DIRECTED BY THE ENOIN EER)
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN TREE PROTECTION AREA
I? FILL SLOPE MIN 1I) GA. M NOT ENTER
x LINE WIRE$
� SILT FENCE FABRIC
IN STALLED 70 SECRN ❑
� 5WIRE FROM TOP
tll�
MIN
-_ GRADE
NIHJ
\` \� SILT FENCE FRONT VIEW
GEOTEXTILE FABRIC I
m SIDE VIEW
MAINTENANCE CLEAN OUT AT SU%CAPACITY
LIFE OF FENCING 134 MONTHS
DO NOT DISTURB TR E E CONSERVATION
AREAS
• SILT FENCE SHOULD NOT BE U$ED ALONE
BELOW GRADED SLOPES GREATER THAN 10'
SECTION IN HEIGHT
STONE FILTER NOTES: TREE PROTECTION AREA
I TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF
THE CRITICAL ROOT ZONE DO NOT ENTER
Z THE TREE PROTECTION FENCING MUST REMAIN M PLACE FOR THE DURATION
OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY
$Taff. ZONA OE PROTECCION
9 APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER
CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH PARA ARBOLES - NO ENTIRE
ENp OF FE
LINEAR TREE PROTECTION AMC) W ON CENTER FOR THE
REMAINDER. -
S. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO
LESS THAN ONE SIGN PER PROTECTED AR EA WARNING SIGN DETAIL
9 ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC
7 SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH
LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS
SHOWN
H. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT f ENCE
NEEDS TO BE TURNED UPHILL
9. SEE NC STATE DENR PRACTICE STANDARDS AND SPECIFICATIONS SEDIMENT
FENCE SET FOR CONDITIONS WHERE THIS APPLIES', PLANNING
GONSIpERAT10N56 DESIGN CRITE RVI I HOWEVER, FLOW $HALL NOT RVN
PARALLEL WITH THE TOE OF THE FENCE.]
SILT FENCE ! TREE PROTECTION FENCE
C-31-0406
I ROLLED EROSION V
GRASS LINED CHANNEL (PERMANENT) CONTROL MAT (RECM) �g
RECM (TEMPORARY] O^T-
STAPLES 'l
TEMPORARY /.4-
PLASTIC OR
HARE TIES
MIN 1 z U2• GA.
MTERMEOATE VARES
J/ GRADE
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANI SH
AS SHOWN
DITCH
1;,
MATTING
TURF REINFORCEMENT 11 J
GRASS LINED CHANNEL (PERMANENT) MAT (TRM) 'I P�
TRM [PERMANENT)
oveauP NOTE;
STAPLES TO BE SPACED AT 3'-D"
PERSPECTIVE VIEW MAX IN ALL DIRECTIONS.
■
3 3
PERMANENT
3 3
1 CLASS B STONE LINING
12", MEN
TYPE TI GEOTEXTILE
PERMANENT SEPARATOR
TYPICAL DITCH DETAIL
SEE DETAIL C•3 L-0470 FOR
INSTAI. L ATTON DETAIL
C-31-0450
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
rtr
MATTING
3
;o
OVERLAP
TYP CZTAPI FR
MAINTENANCE REQUIREMENTS;
SEE DETAIL I103 FOR MAINTENANCE REQUIREMENTS.
RECM AND TRM INSTALLATION
C-31-0470
DATE: NOVEMBER 2020
EFFLUENT FORCE MAIN HAZEN NO.: 30621-025
CIVIL STANDARD DETAILS CONTRACT NO 01
DRAWING
NUMBER:
SHEET 2
[y 01A

USE 3&1 NCH (M I N 5 STAKE
WITH 12.INCH MINIMUM
EMBEOMEN T SPACED AT
TWO FOOT INTERVALS
DRIVEN THROUGH
OUTER I INCH OF TUBE,
LEAVI HIS ABOUT 3 INCHES
OP THE STAKE PROTRUDING
ABOVE THE TUBE
400 STAKE TO PENETRATE
THE OUTER 1-INCH OF TUBE
(FFT)
20-INCH TUBE
EARTH RIDGE
SLOPE
LS OR B INCH -SHAPED WIRE STAPLES PLACED
AT ONE FOOT INTERVALS DRIVEN THROUGH
CUTER 1 INCH OF TUBE
EXCAVATE A
PLACEMENT TRENCH
TO )S DEPTH OF
THE FFT
SECTION
NO SCALE
LIAINTENANCE REQUIRDAVENTS:
1 INSPECT WEEKLY AND AFTER EACH RAINFALL THAT PRODUCES 1/2 INCH OR MORE OF RAIN.
WATERBARS:
1- REPAIR ANY ERODED AREAS IMMEDIATELY.
2. ONCE PERMANENT STABILIZATION HAS BEEN ESTABLISHED, REMOVE DIKE AND FILL IN CHANNEL
BLEND WITH NATURAL GRADE. SEED DISTURBED AREAS,
STABILIZED OUTLET:
1- SEE DETAIL C227024R
FFT:
1 SEE DETAIL 0227031
STABILIZED OUTLET
(DETAIL 0227024R)
NOTES'
1 WATER SAR DETAIL TO CONFORM WITH STANDARD 11.23 OF THE STATE OF NORTH CAROUNA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. WATER BARS TO BE REMOVED ONLY UPON ESTABLISHMENT OF ADEQUATE GROUND COVER
8 - CHANNEL SLOPE NOT TO EXCEED 2%.
4. WATER BAR IS TO BE GRADED SUCH THAT THE DOWNSTREAM END OF THE TRENCH IS AT GRADE AND
LEVEL WITH THE FIBER FLTRATION TUBES IFFTS)
S. OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR
AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT THE FFT ROLL MUST
HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SNORT-CIRC UITIN0
C.. OVERLAPPED SECTIONS OF FFT. ':,HALL HAVE STAKING AT ONE FOOT INTERVALS
7 A STABILIZED OUTLET SHALL BE INSTALLED AT THE END OF FIBER FILTRATION TUBES AS SHOWN ON
THE CONTRACT DRAWINGS, PER DETAIL 0227024R.
ALTERNATE VIEW - WATERBAR WIFFT
FIBER FILTRATION TUBE (FFT) - WATER BAR
SLOPE PROTECTION
DETAIL 2
N.T.S. CD3
MAINTENANCE REQUIREMENTS
SPECIFICATIONS.
4 IF EROSION DOES OCCUR, THE
1. INSPECT MATTING WEEKLY AMC)
PROBLEM SHALL BE FIXED AND 3
SECURE MATS AT THE TOP OF THE
AFTER EACH RAINFALL EVEN THAT
ERO DIED AR EA REPAIRED AND
SLOPE BY TOEING IT IN AND
PRODUCES I INCH OR MORE OF
PROTECTED FROM FURTHER
REINFORCING IT WITH A ROW OF AT
RAIN. REPAIR OR REPLACE
DAMAGE.
LEAST FIVE (S) STAPLES, SPACING
IM M E DIATELY AS NECESSARY
EACH ONE APPROXIMATELY S"
S. CONTINUE MONITORING MATTED
APART.
2 GOOD CONTACT VOTH THE
AREAS UNTIL PERMANENT GROU NO
GROUND MUST BE MAINTAINED,
COVER HAS BEEN ESTABLISHED 4
PLACE STAPLES 6"-8" APART ALONG
AND EROSION MUST NOT OCCUR
LENGTH OF MAT BLANKET TO
BENEATH THE MATTING.
CONSTRUCTION SPECIFICATIONS
SECURE TO THE SOIL SURFACE
ALL STAPLES MUST BE FLUSH TO
S ANY AREAS OF THE MATTING THAT
I AREA SHALL BE CLEARED AND
THE SURFACE
ARE DAMAGED OR NOT IN GOOD
GRU13i1E❑ ACCORDING TO
CONTACT WITH THE GROUN❑
SPECIFICATIONS.
SHALL BE REPAIRED OR REPLACED
AND STAPLED IMMEDIATELY.
2 SEED BANK ACCORDING TO PLAN
RECM AND TRIM
SLOPE INSTALLATION
oErAlt
N. I.S D'S
WOCO STAKE,
SEE STAKING DETAIL D2270SB
- WATERBAx TRENCH
:,JH :FST:•, Tr
SILT FENCE, TYP
(DETAIL 04000.01)
SAC KFIL L AN D CO MAAC 7
LOOSE MATERIAL UPSTREAM
OF TuBE
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBEINTERVAL
1HIV
15 FEET
214 3V
25 FEET
3H:IV
35 FEET
4H:1V
50 FEET
G EN ERAL GUIDELINES FCR SPACING OF TU B E
TRENCHES FOR CHANNEL INSTALLATIONS
%RI'- SPACING CALCULATION
TUBE HEIGHT (R above grade) I SLOPE GRADIENT Mt)
I.g. 211" tone wr 1.41a n. am- grade)
141E IAl a142R SPWA>A
EXCAVATE A PLACEMENT
TRENCH TO VB DEPTH OF
THE FFT _
STABILIZED OUTLET FOR SILT FENCE
C-31-0403
NDTES:
SLOPE PROTECTION APPLICATIONS'.
1. OVERLAP OR 'HOOK' ADJAC ENT ROLL END$ SY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR'HOOK' FFT ROLL END A MINIMUM OFONE FOOT ALONG DOVYNSLOPE SIDE OF WATERBAR
AND EMBED A MINIMUM OF B INCHES. REDUCE STAKING INTERVAL TO ONE FOOT THE FFT ROLL MUST HAVE GOOD CONTACT YNTM THE WATERBAR IN
ORDER TO PREVENT SHORT-CIRCUITING
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS ORE ATER THAN I"-T IN OmME TER.
4. WHEN PERFORMANCE -ENHANCING POLYMER$ (PAMa) ARE VSEO, THE MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT (NO PAMa).
CHANNEL PROTE CTIO N APP LICATIONS
I. FOR CHANNEL APPLICATIONS, BOTH VPSTR EAM AND DOWNSTREAM ANCHORI KG SHOULD SE AT 1 FOOT INTERVALS.
2. FOR CHANNEL APPLICATIONS, FFT a SHALL S E 5 TAN D-ALONE PRODUCTS WITH OIJ T RAW
3. FFTa SHALL BE PLACED IN CHANNEL [AS DEMONSTRATED BELOWJ, IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE VPSTR EAU SIDE OF THE
FFT
4 FFT. SHALL EXTEND TO THE TOP OF RANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAI NTS NANCE RED UI RE MEN TS.
I. INSPECT WEEKLY AND AFTER EACH RAI HFALL EVENT THAT PRODUCES 5 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDI ME HT AND/OR
WOODY DEBRIS.
2 FFTa SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF VNOERCUTTINO AND/OR EROSION SHALL BE REPAIRED
IMMEDIATELY
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SMALL BE REPAIRED IMMEDIATELY
i. WHEN SEDIMENT ACCUMULATION REACHES THE DIAMETER OF THE FFT, IT $HALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN
ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5 ANY VISIBLE DAMAGE TC THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY
6OR 5INCH U-SHAPED WIRE `
STAPLES PLACED AT ONE
FOOT INTERVALS DRIVEN
THROUGH OUTER 1 INCH OF
TUBE
EXCAVATE PLACEMENT
TRENCH TO V3 DEPTH OF
THE FFT
PROFILE VIEW - WISTAKING DETAIL
10 FT TYPICAL
'1
WOOD STAKE,
SEE STAKING DETAIL
W�
CHANNEL CROSS SECTION
FIBER FILTRATION TUBE (FFT)
CHANNEL PROTECTION
C-31-0424
18 TO 20-1 NCH TUBE
USE 3141 NCH (MIN) STAKE WIT,I
12-INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH O U TER 1 INCH OF
TUBE LEAVING ABOUT S INCHES OF
THE STAKE PROTRUDING ABOUT THE
TUBE /
CHANNEL RED
-MOD STAKE TO
PENETRATE THE OUTER
1-INCH OF TUBE
II
20" FFT
FFT TO EXTEND TO TOP
OF BANK
PROJECT
ENGINEER M. SADDER
g�H ,53)
FINAL DRAWING -FOR �q �Lssla y�
REVIEW PURPOSES a�'SEAL'r
ONLY - NOT RELEASED 3736A
FOR CONSTRUCTION e 4 h
� rycn:EE o
�,r �pQ-
Hazen-
�L
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CARDLINA 27607
LICENSE NO- :C-0381
JOHNSTON COUNTY, NORTH CARDLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
CIVIL STANDARD DETAILS
SHEET 3
DATE: NOVEMBER2020
DESIGNED BY. B-EDWARDS
HAZENNO.: 30621-025
DRAWN BY R SELISICER
CONTRACT NO 01
CHECKED BY T.TANT
DRAWING
NUMBER:
CD3
IF THIS GAR DOES NOT 0 yr 1-
MEASURE 1" THEN DRAWING IS
NOT TpFUILL SCALE �
1
REGULATORY APPROVAL
1112020
HTT
REV
15SUEOFOR
GATE
By

PLAN VIEW SECTION A -A
TEN PO RARY SEDIMENT
FILTER BAG
STABLE
VELOCITY
D155EPRTOR -
�_` f FLAW
SEDIMENT
DIKE
STREAM DIVERSION EXISTING GRADE, STABILIZE WITH TI
DISCHAItCt PUMPS
HOSE — DEWATERING REINFORCEMENT MATTING AND SEED
HOSE /— DEWAT
PUMP n r INTAKE NOSE
A A
IMPERVIOUS
BASE FLAW + 1 FOOT
SUMP-HSHEETING
I+ OR POOL
WORK AREA (2 FOOT MINIMVMJ
(12" TO 18"
Ili" TO 18" DEEP 2' DIR.)
+
�
INTAKE HOSE `)
CROSS SECTION OF SANDBAG DIKE
CLEAN WATER FLOW
DIKE
DISTURBED AREA ` SANDBAG
LENGTH NOT TO EXCEED DIVERSION
THAT WHICH CAN BE
STABILIZED IN ONE DAY
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER WORK AREA -
"COOT CLASS B RIPRAP,
MINIMUM THICKNESS 24 INCHES.
PROVIDE SEPARATOR
GEOTEXTILE BETWEEN NATIVE
SOIL AND RIPRAP, FILL VOIDS
WITH TOP SOIL AND SEED PER
SPECIFICATIONS.
MAX SLOPE: 1.S'H TO VV
I. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER POSSIBLE.
2. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE
PUMP AROUND REMOVED.
3. SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND CLEAN STREAM FLOW SHOULD BE PUMPED AROUND THE WORK AREA THE PUMP SHOULD
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS,
4- WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE- THE MEASURE SHOULD BE
LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE WORK AREA.
S. FOR STREAM WORK REPAIR PROJECTS LONGER THAN 400 LINEAR FEET, MULTIPLE WORK AREAS SHALL BE ESTRBLI SHED IN SUCCES ION. ONCE AN AREA IS COMPLETED AND STABILIZED, THE CLEAN
WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLU5 H, A NEW CLEAN WATER DIKE WOULD BE ESTABLISHED FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTA BUSH M ENT OF A
NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDI M£NT DIKE SHOULD BE REMOVED-
S. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTfALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE ACCOMPLISHED BY LOCATING A
SANDBAG DIKE AT THE DOWNSTREAM ENO OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUN PI HIS THE STREAM FLOW AROUND THE WORK AREA- THIS WATER SHOULD D15CHA RGE ONTO THE
SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROU NO.
STREAM CROSSING CONSTRUCTION SEQUENCE
1. INSTALL ALL EROSION CONTROL MEASURES ADJACENT TO PLANNED CROSSING PRIOR TO DISTURBANCE. MINIMIZE DISTURBANCE TO THE EXTENT PRACTICAL
2. PLACE DAN AROUND AREA TO BE EXCAVATED SIMILAR TO DETAIL 1 USING CLASS A RIP -RAP INSIDE COFFER DAM, POLYETHYLENE FABRIC AND SANDBAGS OR ADDITIONAL CLASS 1 RIP -RAP
(OUTSTDE COFFER DAM).
3. PLACE POLYETHYLENE FABRIC ON OPP05ITE STREAMBANK IF NEEDED TO PREVENT EROSION.
4. 1N STALL DEWATERING PUMP AND DE WATER AREA IMS FEE DAM. PUMP NOSE TO DISCHARGE TO SETTLING BASIN OR SILT BAG(S) PRIOR TO ENTERING CREEK. PLACE SETTLING BASIN OR S1 LT 8AG(S)
ABOVE 2 YEAR FLOOD ELEVATION WHEREVER PRACTICAL. ENGINEER TO APPROVE TYPE OF SILT BAG PRIOR TO INSTALLATION.
5, CLEAR AND EXCAVATE STREAM AND BANKS AS NECESSARY TO INSTALL PIPELINE. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES AND MAKE EVERY EFFORT TO
MINIMIZE DISTURBANCE.
5. INSTALL PIPELINE WITHIN DEW ATERED AREA AND BACKFI ILL TO ORIGINAL CREEK BOTTOM ELEVATION.
7. REMOVE DAM AND STABILIZE ALL DISTURBED AREAS ON BANK OF REEK. ENSURE NEW BANKS AND EARTH ARE FULLY COMPACTED AND STABILIZED. O $ S C V SURFACE FLOW
B. BR MKS TO BE RE5TOREE WITHIN 48 HOURS 1N ACCORDANCE WITH CONTRACT DRAW IN GS. SEE DETAIL 2JCD4. PERMANENTLY SEED ALL OTHER DISTURBED AREAS- DIVERSION
9. ONCE AREA HAS BEEN STABILIZED, OBTAIN APPROVAL FROM ENGINEER TO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND RETURN THOSE LOCATIONS TO ORIGINAL CONDITION AS
CLOSELY AS PRACTICAL.
STREAM PUMP AROUND
DETAIL 1
SCALE' PITSCD4
aQNxiN CDNH[C114n ALLEY!
iWIAry MCWiNGIT FExc'� �e ,Yµry
STAApy
carr:..ar a*ane aw �
vMaEe WxrN
YniN GlDFLxIiLEiriP[
6NDyryD i�HE
1'-0• MRN�AI may,,,
rEMcoxver
SICrEM fil1lR WAC
ItW'a A T-Q A 1a'-Ti
MwEIAW.muaanT!
ISNY 3}1
NurH Mil GRDurvOLiNI
tAW�WMI v+'RWlLL eLOFE
Ii0-0 ull
x
yn
TEMP. SEDIMENT FILTER BAG
W- MIN ARIES
7'•V' MIN 1D'-0' MIN
iWR.9lT •F1NC!
YAM�lATLL
f,1FFN Em['a'R10]
QRallln
rvnT+i iAcrrral *o LIMP e�einrn
GRD NG uw
STYE WEW
NDTEs
RA 9LaL E FR l N� m NM e i
VWADY
IHE WMNQ
1HE ,ENFVANI* SmYENT ICIER dAC YAEY wAyPHG
"
2
IHE LENCM AAID Al V Ul TEWP: 1Fe y WNT B.IC 9gAM1'
M US DRAG WAY vARI PEA NEAm(R ` CA➢[Eu
s
TG] MY MWNT ILMR MACS VA-1- BE E"M ■TH A
Ki 14 SLEEVE OF `.A.'FFRxT lX W KC ERI A Y W
i -NCH BIeIEEIE PUP OIGOIAM H� IHE WMS AQM
DE MA5HOLYlA K D1EMk�i INW W'_AEEK A W W W W
NCNEs AND WE I %' HWIU TWIN A HPS O W w GUM
SQTM E YEAI a W MEN LEWK HOSE CONAECIIQV
THRLU;IY A SI-R IY THE TAG MLL NM HE n`. Tw F
THE WWP DBCHRFOE HOSE CdMF III YEEK SHALL IY
51wkElT Up oFF 4L Nt Msvgy a THE TEAvm l
SEEIMEWf FLTEF BAG IN W.ER M PREP T LEOAGE DF
WLLEc Ec 9010TY
5
IElAPOiARA GDAWENT FLIER WAO SNAL IIE AE ffil e
NCNES OF 6EDMENI HIS A[LUYLCAI{C M N A[YxppANEE 111N
NE WAauFftc U RS QECDWWEMATCNS
µ4rvTE .E uEaA�TS:
I NSKCT AEENLY ANO AFTBt EAM RAIM EVEIAT PRCOUWH' 1
NCH M WORE S R_ ANY a_M Ta M +$ D l IL1ER
BAO BHAIL BE aEPURED RWE➢IATELv
z. )ENV MY` MERIENT ILRR BA.O $HALL BE 3 M NIRN 6
NNL GF LI l H s ACtLYLUTLI N N ACCDFW mm AN
NE W F-CN R'G REC]WNI�APCNS
,A WNIWR S ARAII FILTER BAG IaEpA Y FW TIE IME5ENM U
NM MA WBNC D5 MY ... 1 n%D YrAI SENG
0160HAAARD MAW IAE BAG SHAL EE iET1 m MI(,AAy1Y F
ICIm`.RAP.1' KEYXAGE5 ARE NOT "N. A� THE 11A0 i3 AT
SERWE%T COAL& AND WEPLAc1 RvOIA}ELY
OH W L'I
STREAM BED
V DEEP TRENCH
�1 BANK COMPACTED TO
" 92-95%STD. PROCTOR
MAX. LIFT TH FCKNESS OF
8" AS COMPACTED
INCHES
FILTER FABRIC
(GEOTEXTILE FABRIC PER
SPECIFICATIONS)
STREAMBANK STABILIZATION
DETAIL 2
SCALE: NITS CO4
MINIMUM 8- LIP
(SEE More B)
2 M 5- IN
[BOTH SIDES]
DRAGLINE (TIMBER) MAT
($EE NOTE 17)
TOP OF BA!K
FLOW
IM 1M
SUP�RTED SUPPORTED, 2a3" SIZED WASHED STONE TEMPORARY STREAM CROSSING BY DRAGLINE MATS
ELEVATION
IT MIN, 22' MAX
<CCCC<
V
Vm n
V� T,
,ten 2s MIN
gum
STREAM CHANNEL
` I I/ TOP OF BANK
n v,^,\
SURFACE FLOW ONE RS1ON
SILT FENCE. TYP C C C C C C
PLAN
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANK$ AND BED AND APPROACH SECTIONS TO A
MINIMUM.
2. CLEARING SHALL BE DONE BY CUTTING NOT GROSSING. THE ROOTS AND STUMPS SHALL BE LEFT IN
PLACE TO HELP STABI LIZE THE BANKS AND ACCELERATE RE -VEGETATION
3 INSTALL A 6 INCH (M IN IN U M)'LI P' ALONG THE OUTSIDE OF THE BRIOGEMAT TO PREVENT LCOSE
SEDIMENT FROM DEPOSITING PH STREAM DURING CROSSING
4 INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING
5 DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING
THE STREAM
B KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW
T ALIGN APPROACHES WITH THE CENTER LI HE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET
AND STABI LIZE WITH 8'TH IC LAYER OF 7-3' WASHED STONE FOR AMIN IMUM CF 25 FEET
B STAeiLIZ.E ALL OI$TUR BEO AR EAS SUBJECT TC FLOVWiNG WATER, LNCLUCING PLAN NE D OVE RFLAW
AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESI GN VELOCITY EXCE SOS THE ALLOWABLE FOR
THE IN -PLACE SOIL.
9. USE A SKODER SACKHOE OR KNUCKLEBOGM TO INSTALL AND REMOVE MATS.
10. PLACE MATS BETWEEN "BUMPER TREES" AND ANCHOR ON BOTH BANKS TO TREES OR OSADMAN
ANCHOR$ $VCH THAT MINIMUM BRIDGE WIDTH IS a FT.
11. ENSURE THAT 114 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED ON EACH SIDE OF THE BANK
12. INSTALL WATER DIVERSION DEVICES ON BOTH $IDES OF THE CROSSING
13. REMOVE TEMPORARY STREAM CR OSSING 8 I MMEDIATELY WHEN TH EY ARE NO LONGER HEEDED
14. RESTORE THE STR eAM CHANN EL TO ITS ORIGI HAL CROSS•$F CTION. AND SMOOTH AN❑APPROPRIATELY
STABILRE ALL DISTUR BED AR EAS.
15. ANY IN•STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE
AREA.
It DRAG LINE MATS SHALL REMAIN IN PLACE UNTIL COMPLETION Of CONSTRUCTION CHANNEL AND
BANKS SHALL BE PROTECTED WITH CLASS 1 RIPRAP IT THICK.
17 STEE4 BEAMS ANDIOR TRENCH BOXES CAN ALSO BE USED IN LIEU ❑F TIMBERS, BUT THE SYSTEM MUST
BE FULLY PLATED ANCIOR COVERED TO PREVENT MATERIALS FROM FALLING TH ROU OH THE BRIDGE
AND THE BRIDGE MUST HAVE A 5 INCH LIP AS SPECIFIED IN NOTE 3 {ABOVE)
TEMPORARY SEDIMENT FILTER BAG
TEMPORARY VEt HCULAR STREAM CROSSING BY DRAGLINE MAT
DETAIL 3 (BF21pGEItiJ1AT)
SCALE:INTS CD4
C-35-0704
PROJECT
eNGINEERM. SAOLER
¢�N CRy
FINAL DRAWING -FOR tss
�q �a y
REVIEW PURPOSES aEAL 'r
ONLY -NOT RELEASED 37368
FOR CONSTRUCTION a FR h
� rysl*�
�T pQ�
T �9�
Hazen-
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGfH.NORTH CAROLINA27607
LICENSENO.:C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
CIVIL STANDARD DETAILS
SHEET 3
DATE: NOVEMBER 2020
DESIGNED BY. B-EDWARDS
HAZEN HG: 30621-025
DRAWN BY P- SEL€SKER
CONTRACT NO 01
CHECKED BY T.TANT
DRAWING
NUMBER:
D4
IF THIS BAR DOES NOT 0 1r2• 1•
MEASURE I" THEN DRAWING IS
NOT TpFULLSCALE bmiimswC
T
REGULATORY APPROVAL
111202D
HTT
REV
ISSUEOFOR
GATE
BY

FASTEN BRIQLE RODS TO HITTING X-8 3. BRIDLE RO0.43W1LL BE
I AWE USING H' TURNED EYE E10LT8.
WELOM TO THE ENCASEMENT PIPE
WELD AREAS SHALL BE PAINTED WITH
2 CQATS OF SITVMINDUS BASE PAINT
STAINLESS STEEL SPACERS
ENCLOSE ENDS WITH
BRILL W 9DNRYE GNIXTT
—.
PLAN
AIM.E3s Smn IsFACERS
NOTES.
I. CARRIER PIPE SNAIL BE D.A.P. UNLESS EXPRESSLY
APPROVED BY THE COUNTY.2.
SYAINLESS STEEL SPACERS SHALL BE USED. NOCARRIER
PPE
*IT"El
TIMBER SKIDS ARE ALLOWED.TWO
SPACERS PER JOINT SHALL BE USED FOR D.I.P.
CARRIER PIPE.4.
THREE SPACERS PER JOINTSHALL BE USED FORL
INCI-I PIPE
PVC CARRIER PIPE.
5. ENCASED SORES ALONG GRAVITY COLLECTION
RW
9EGTION CCMFONG TO ASTM
SPECIFICATION A23241 GRADE 2
SYSTEMS $HALL NOT REQUIRE BRIDLE RODS.
AND ABITUWNOU5 COATINQ ON
!; 2 EA. Y,' S.S. BRIDLE RODS SHALL BE REQUIRED ON
THE OUTSIDE.
ALL LINES 8'0 AND SMALLER. 4 EA. };' 5.3. BRIDLE
ROOS SHALL BE REQUIRED ON ALL LINES 1LT0 AND
LARGER.
7 CARRIER PIPE SHALL BE INSTALLED USING TIELD
LOW GASKETS OR APPROVED EQUAL
STANDARD BORE ENCASEMENT
NOT TO SCALE
D—
JOHNSTON COUNTY
WATER
'
Cpecketl .
A .en
D� aP�eo,.
1
STANDARD DETAIL
Standard Bore
s
��• � 2Ts77
Encll3erneRl
PIPE
HYOR OPHILIC WATERSTOP,
CENTERED IN WALL,
CONTINUOUSAROUN❑
PERIMETER OF OPENING —
M-40-0105
NEW CONCRETE WALL
WALL PIPE V4TH INTEGRAL
NfATERSTOP IFLG%PE}. DRILL
AND TAP FOR STUC BOLTS.
NON SHE INK GROUT
EXISTING CONCRETE WALL
r STD AVVWA N LIT
TRUMBULL FLOOR SOX WITH
BQLT DOWN LID ARTY O-RING,
BUSHING AND PIPE NIPPLE,OR
APPROVED EQUAL
VALVE SOX PAD,
SEE C-33-0B31
BUTTERFLY VALVE WITH
EXTENDED SONNET
24' SQUARE
Lr 7
1.25' SST
EXTENTION STEM
2' SQUARE OPERATING
NUT PINNED TO
ACTUATOR
H--VALVE SUPPORT
ADDITIONAL STONE r BELOW
VALVE IL EXTEND IV ON
EITHER SIDE OF VALVE
30" BUTTERFLY VALVE ACTUATOR
DETAIL
SCALE: NTS I CPS
NOTE:
EMBED INTO CONCRETE PAD, BRASS DISK
WITH VALVE DATA PER DETAIL C33D632
r-0- A r-0'
SQUARE CONCRETE PAD
TYPICAL SEE NOTE ABOVE
PAVEMENT VALVE BOX TOP SECTION
SECTION 7 WITH COVER
;c� I�Ql
CENTER SECTION
(LENGTH AS READ) —
VALVE BOX PAD
C-33-0631
PLAN
,S•
VARIES VARIES e or VARIES
1!4'1F"f V8'7FT 118TFT TI4
7
J'---
9 S
:TION TO BE INSTALLED
.Y PLACED FOOTING TO
'11 FORM BEARING.
tEL SE CTION S TO
ASNECESSARY
' FOOTING AT OPENING
MANHOLE OPENING
MANHOLE STEPS
AT VI
OC
AIR VALVE ATTACHED
PROPOSED PEP ELIN E (SEE
PLANS SCR StZEI
r-01
IV THICK ABC TV PEISEPARATOR
GEOTE%TILE
NATURAL SOIL OR COMPACTED EMBAN KRIENT
III. PITIED SUBGRADE
TYPICAL ROADWAY SECTION
C-32-0553R
N57 CRU SHEO STONE
SECTION
AIRNACUUM VALVE OR COMBINATION AIR
RELEASE & VACUUM RELEASE VALVE MANHOLE
C-33-0604R
Ir DUCTI LE I RON VE NT AITH
STAINLESS STEEL INSECT SCREEN
WALL PIPE
Mwo.o1D5
MANHOLE COVER AND FRAME
FINISHED GRADE
MANHOLE STEPS AT 11I CC
III W ID PRECAST MANHOLE
OFFSET PIPE OPENING
8'-0-AIRNACUUM VALVE OR i
COMB NATION AIR RELEASE AN
VACUUM VALVE
GROUT ALL JOINT$
e" FLG GATE VALVE We HANDWHEEL
PROPOSED PIPELINE
'COG HOUSE' TYPE
OPENING IN MANHOLE
CLASS B CONCRETE
OUTSIDE FACE OF
��� FOOTING MAY BE
CIRCULAR OR SQUARE
FILL CENTER CORE OF
FOOTING WITH $TONE
FOR DRAINAGE
PROJECT DATE: NOVEMBER 2020
ENGINEER M. SApLER DEPARTMENT OF PUBLIC UTILITIES
DESIGNED BY. B. EDWARDS ��N CAR -YHazen JOHNSTON COUNTY, NORTH CAROLINA EFFLUENT FORCE MAIN HAMN NO.: 30621-025
FINAL DRAWING -FOR �d oFEssj o ti�
DRAWN BY P. SELISKER REVIEW PURPOSES RESEAL CONTRACT NO 01
❑NLY - NOT RELEASED 3738A CIVIL STANDARD DETAILS
CHECKED BY T.TANT FOR CONSTRUCTION �' h HAZEN AND SAWYER DRAWER
� �cIR1� 0 210 WASTEWATER TREATMENT FACILITY NUMBER:
IF THIS BAR COPS NOT B ur d �T �pQ- 4011 WESTCHASE BOULEVARD, SUITE 500
FR.V
REGULATORY APPROVAL 11Q020 H 7MEASURE V THEN DRAWING IS RALEII'H. NORTH CAROLINA 27607 EFFLUENT FORCE MAIN SHEET 3
ISSUEDFOR DATE By NOT TOP ULLSCALE LICENSE NO--C-0381
heiihmaCD5

EXISTING GRACE, STABILIZE WITH TURF
REINFORCEMENT MATTING (MIN. 5LB18F
UNVEGETATED SHEAR STRESS) AND SEED
S"TOP SOIL (MIN)
COMPACTED TO 80-66%
STD. PROCTOR
1:1 SLOPE
TOP OP RIP RAP
7 MIN
DH1NL❑
LIVE STAKES
NATURAL STREAM B�
TOE STONES, SEE
DETAIL 41CDB ---;
tff
t BANK COMPACTED TO
92-95% STO. PROCTOR
t . MAX. LIFT THICKNESS OF
8- AS COMPACTED
INCHES
e"
DEAD STAKE MIN
24' LENGTH, 2" X
Z. SEE EROSION
CONTROL MAT
DETAIL
FOR RIPRAP SIZE INFORMATION,
SEE ROCK SIZING CHART DETAIL
Z MIN 21C07. PROVIDE SEPARATOR
GEOTEXITLE BETWEEN NATIVE
SOIL AHD RIPRAP FILL VOIDS
WITH TOP SOIL AND SEED PER
SPECIFICATIONS
TUBELINGS SPACED 3FT O.G
(TRIANGULAR SPACING]
UVESTAKE$ SPACED 3FT O.C. TRIM EXPOSED UVESTAKE SUCH THAT S - 4 INCHES OF
ITRLANGULAR SPACING) STAKE LENGTH AND TWO BUGS REMAIN ABOVE SURFACE TOP OF SLOPE a FT
TOP OF SLOPE 3 FT
DEAD STAKE MIN
24' LENGTH, 2' X , ' 3 FT Kt
2". SEE EROSION {CONTROL MATCOIR MAT AND 6 IN TOPSOIL
bETAIL S FT BASEFLOW O TFT + ❑45'GUT
ANCHOR TRENCH V 1 FT • • 0 �+
1, MAX DEPTH — _ I
70.
TAKES 13.75 IN - 1 5 IN12 FT -3 FT LENGTH TOE OF SLOPEFLOW
TOE GF SLOPE NGTH
FLOW PROFILE VIEW SECTION
2' MIN
THE SAME DAY THAT DISTURBANCE OCCURS RESTORE BANKS TO ORI OINAL CC NTOURS, PLACE EROSION CONTROL MATTING
AND SEEDING SECURE MATTING WTH DEAD STAKES OF SIZE AND SPACING AS SHOWN ON EROSION CONTROL MATTING DETAIL.
WITHIN 30 DAYS OF PIPELINE INSTALLATION RESTORE RANK TO ORIGINAL CONTOURS WITH NATIVE WOODY MATERIAL.
HARVESTED LIVE STAKES ARE TO BE 15 TO 24-INCHES IN LENGTH AND S TO 1-INCH IN OIAMETE R. THEY ARE TO BE PLANTED
2-FEET ON CENTER AT A DEPTH OF 12-INCHES. PILOT HOLES MAY BE NECESSARY IN CERTAIN SOIL CONDITIONS TO PREVENT
DAMAGE TO THE LIVE STAKES DISTURBED AREAS FROM TO TOP OF RIPRAP LAYER TO THE EXTENT SHOWN ON THE CONTRACT
DRAWINGS SHALL BE CCVE:REO WITH COCONUT MATTING, UNLESS OTHERWISE SPECIPIEO CONTRACTOR SHALL PROVIDE THE
SERVICES OF A QUALIFIED PROFESSIONAL IN LIVE STAKING TO INSTALL LIVE STAKING AND MATTING.
MAINTENANCE REQUIREMENTS
1. INSPECT MATTING WEEKLY AND AFTER EACH RAJNFALL EVENT THAT PRODUCES 3 INCH OR MORE OF RAIN RFPALR OR
REPLACE IMMEDIATELY AS NECESSARY
2. ENSURE MATTING HAS MAINTAINED GOOD CONTRACT WITH THE GROUND AND EROSION HAS NOT OCCURRED SENEATH THE
MATTING.
8. ANY LIVE STAKES THAT HAVE BEEN DAMAGED. DISPLACED. OR NOT SURVIVED SHALL BE REPLACED IMMEDIATELY.
A. CLEAR ANY ACCUMULATE D SE DIMEHT OR DEBRIS PROMPTLY
5. REPLACE DISPLACED RIP RAP AS NECESSARY
NEUSE RIVER STREAMBANK STABILIZATION
DETAIL
SCALE: NTS CD6
SECTION
NOTES:
1. ACCEPTABLE SPECIES. CORNVS AMOMUM (SILKY DOGWOOD), CEPRALANTHU$ OCCIDENTAUS (BUTTON9USH), SALIX SERIC EA
(SILKY WLLOW). $AMSUCUS CANADFN SIS(ELDERgERR Y) U NLESS SPECIFIED OTHERWISE ON PLANTING PLANS.
Z. STAKES TO BE 0.75 - 1.5 INCHES IN DIAMETER AND Z - 3 FEET LONG.
B SOAK I_VE$TAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE INSTALLATION AND RECUT BOTTOM ENDS AT 45' ANGLE$
PRIOR TO INSTALIATION.
4 INSTALL FIRST ROW OF STAKES WITHIN THE FIRST 12 INC HE ABOVE THE BASEF LOW WATER LEVEL. SPACE STAKES AT 3 FEET
ON CENTER AND STAGGER SUBSEO U ENT ROWS IN A TRIANGULAR PATTERN REFER TO PLANTING PLAN FOR NUMBER OF
UVFSTAKE ROWS AND PLANTING AREA EXTENT
5 USE A DEA"I CVV HAMMER AND REBAR OR OTHER METHOD APPROVED BY ENGINEER TO CREATE PILOT HOLES
PERPENDICULAR TO THE BANK
B INSTALL OVESTAKES UPRIGHT WITH LEAF BUDS FACING UPWARD AND STAKES PERPENDICULAR TO THE GROUND.
7 HAND PUSH OR GENTLY HAMMER OVESTAKE W4 OF THE ITS LENGTH INTO THE PILOT HOLES KEEPING TWO LEAF BUDS V ISI HUE
ABOVE THE SURFACE.
S. TRIM ANY UVE$TAKE TIPS DAMAGED BY INSTALLATION SUCH THAT 3 - ■ INCHES OF LENGTH AND TWO LEAF Bu DS REMAIN
ABOVE THE SURFACE
LIVESTAKE DETAIL
NTS
DETAIL z
SCALE: NTS C06
STONE TOE NOTES:
1. OFFSET DISTANCE FROM STREAM CENTERLINE AND STRUCTURE
LENGTH ARE MEASURED FROM THE TOE OF FOOTER STONE.
2, STONE SHALL BE STACKABLE, T1GMT FITTING AND ABUT ADJACENT
STONES WITH NO VOID/GAP SPACES LARGER THAN 2-INCH. VOIDS
SHALL BE CHTNKED-IN WFTH SMALLER NON -WEATHERING STONE.
3, TOP STONES SHALL BE FLUSH WITH TOP SURFACES OF ADJACENT
STONES.
4, STAGGER ]DINTS SO THAT EACH STONE RESTS FIRMLY ON TWO
STONES 1N THE LAYER BELOW.
5. STONES ARE TO BE PLACED AT A 6:1 CAMBER WITH THE HORIZONTAL
PLANE-
6. NO, 57 STONE MAY BE USED AS NEEDED FOR BEDDING SUPPORT AND
LEVELING; HOWEVER, THE MAJORITY OF EACH TOE AND FOOTER
STONE SMALL BE SUPPORTED BY THE UNDERLYING FOOTER STONE.
7, FILTER FABRIC SHALL WRAP THE TOP ROCK WITH 641NCKES EXPOSED
BEYOND THE SOIL LAYER INTERFACE.
8, FILTER CLOTH AN 1) COIR MAT SMALL OVERLAP 12 -INCH ES.
9, THE TRANSITION FROM TOP OF TOE $TONE TO GRADE SHALL BE
COVERED WITH COIR MAT AND 6-INCHES (MIN) OF TOPSOIL
10, SEE ROCK SIZING CHART FOR STONE SIZES.
CUT 'X' IN MAT TO INSTALL TUBELINGS
CUT TO BE NO LARGER THAN TUBELING
CONTAINER CIA.
COIR MAT AND &IN TOPSOIL
TUBELING
NOTES:
1 ACCEPTABLE SPECIES'. CORNU$ AMOMUM (SILKY DOGWOOD), CEPHALANTHV$ GCCI DEN TAUS (BUTTON9V$H), SALIX$E R IC EA (SILKY WILLOW}, SAMBLICVS
CANADE N SIS (E LOFRBERR YI U NLESS SP ECIP ED OTH ER WI$E ON PLANTING PLANS.
2. TUBELINGS TO BE MIN W1&INCH CALIPER WITH MIN 4-INCH ROOT DEPTH AND MIN 7-INCH PLANT HEIGHT.
8. ALL TURF DINGS SHALL COMPLY VATH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
4. INSTALL FIRST ROW OF TUBELINGS WITHIN THE FIRST 12 INCHES ABOVE THE BASE FLOW WATER LEVEL. SPACE TUBELINGS AT S FEET ON CENTER AN
STAGGER SUBSEQUENT ROWS IN A TRLAHGU LAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF TUBELING ROWS AND PLANTING AREA EXTENT
5 TUBELINGS INSTALLED THROUGH COIR MAT OR OTHER MATTING WILL R✓:QUIRE CUTTING THE MAT THIS CUT SHOULD BE AS SMALL AS POSSIBLE {NO
LARGER THAN THE CONTAINER DIAM ETERI. CUT A MAX &INCH CIA. "X" IN THE COIR MAT AND FOLD BACK FLAPS TO INSTALL TVBELINO.
B RAND AUGER A HOLE SLIGHTLY LARGER THAN TUBE LI HG CONTAINER (MAX WIDTH EQUAL TO TWO TIMES TUBELING CONTAINER WIDTH) PLANT THE
ROOTBALL IN THE PREPARED PLANT PIT 6 5 TO 1-I HCH DEEPER THAN R WAS PLANTED IN CONTAINER
7 GENTLY PACK SOIL AND COMPOST IN VOID SPACE AROUND THE BASE OF TUBELING SO THAT NO AIR POCKETS REMAIN AFTER INSTALLATION
8. ONCE TUSELI NO 15 PLACED AND SECURED WITH SOIL AND COMPOST. FOLD FLAPS BACK TO ORIGINAL VAT LOCATION AND SECURE FLAPS WITH DEAD STAKE.
COIN TWINE GR OTHER METHOD APPROVED BY THE ENGINEER
u. WAT FIR TUBELING IMMEDIATELY OR WITHIN 5 HOURS OF PLANTING. WATER THE $OIL AROUND EACH TUBELING WITH a S GALLON PER PLANT.
TUBELING DETAIL
NTS
DETAIL 3
SCALE: NTS CD6
O' OFFSET FROM HEA
DW
ALL
TOP ELEV Y
STREAM BED 6-IN (MIN) "
I a �
CHANNEL
f 1
MATERIAL --• v
4 a /
TOE OF
FOOTER STONE
ti•::- TOE STONE (SEE ROCK SIZING CHART FOR SIZE)
BOTTOM
ELEV X NO. 57 STONE BEDDING SUPPORT
FILTER FABRIC (NON -WOVEN) ROOTER STONES (SEE STONE SIZING CHART FOR SIZE)
r-----------------------
SECTION STACK TOE AND FOOTER STONE
SC IHATTOP SURFACE OF ROCK
15 AT A 6:1 (H :V) ANGLE FROM
1 fi THE HORIZONTAL PLANE
I i
L— _ — ---------------
STONE TOE (ST) SCHEDULE
OFFSET AT FOOTER TOE'
TOP ELEV,
BOTTOM ELEV.
LENGTH'
STONE SETBACK
FOOTER DEPTH
STRUCTURE
REACH
O
Y
X
SLOPE
Of
NOTES
(
(FT-
(MSL)
(MSL)
(H:V)
(FT)
STI
HE USE RIVER
22-W
97.7
IWO
75
11
7
STONE TOE (ST) DETAIL
SCALE: NTS
I CD6
PROJECT
ENGINEER M. SADLER
g�H ,53)
FINAL DRAWING -FOR �q ��,ssla y
REVIEW PURPOSES a�SEAL'r
ONLY - NOT RELEASED 3736A
FOR CONSTRUCTION e 4 h
� rycIK1E o
�,r �pQ'
T ��
Hazen-
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH,NORTHCAROLINA27607
LICENSENO.:C-6381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
CIVIL STANDARD DETAILS
SHEET 3
aarF: NOVEMBER 2020
DESIGNED BY. B.EDWARDS
MAZENNO.: 30621-025
DRAWN BY R SELISKER
CONTRACT NO 01
cHECKFo BY T.TANT
DRAWING
NUMBER:
CD6
IF'THIS BAR DOES NOT u yr 1'
MEASUR�I"THENDRAWINgI5
NOT TOFULLSCALE
1
REGULATORYAPPROVAL
1.42
HTT
REV
15SUEOFOR
GATE
By

TOP OF BANK STAKES ON 3'
rFIL1 KEY TRENCH WITH TOPSOIL AND COMPACT
I
r
e o
IIL.� ­aea[[ I
A I' '
CENTERS,TYP
•1
'
'�'
—
-
NT�RE:FS o uwFD in RnE �
_
---�-----
UPSTREAM To
WWHcigfnM I
+11, .
EDGE OF FABRIC
4- INCHES MIN. FROM
WOODEN STAKE
STAKE FABRIC Tp
EDITOR OF
Pf
z
'I,1�E.•',�,±
TRAN$TTION TRENCH, ]
:;+
1 STAKE PER 3 LF. T
.__._.__.... ................ .il
FLOW r:p: �r xoPF
.'•�
riODOEN STAKE
FABRIC WRAP
WOVEN COIR
FABRIC 7 PLAN VIEW FOLDING FABRIC AT BENDS
KEY TRENCH DETAIL
` FILL KEY TRENCH WITH TOPSOIL AND CON PACT.
_t_
OVERLAP' SECTION B
SAW A 2 R 4 DIAGONALLY TO
PRODUCE 2 DUO STOUT STAKES.
TYPICAL DETAIL
STAKE
TOE SLOPE PROTECTION TO
BE PROVIDED AS IQENTIFI ED
ON DETAIL.
OPSTRFAM FABRIC OVERLAP$ DOWNSTREAM
FABRIC rl
(SEE OVERLDAP ETAILI !11
EDGE OF FABRIC
4-INC...,.
-INCHES MIN, FROM STAKE FABRIC TO
WOODEN STAKE BOTIQX OF
1RANSTISON TRENCH,
I STAKE PER 3 L.F.
WDODEHSTAKE
TRANSITION TRENCH DETAIL
WOVEN COIR FABRIC
ems— 1
UPSTREAM FABRIC
UPSTREAM FABRIC OVERLAPS
LAYER LAPS OVER
DOWNSTREAM
TOP
PARRIC V
DOWNSTREAM FABRIC
STRiCE THROUGH
LAYER LAPS UNDER
BOTTOM FABRIC
STAKE THROUGH BOTH FABRIC
LATER
LAYERS
OVERLAP SECTION
A
IWIA-.
KEY-IN VERTICAL EDGE AT UPSTREAM BrEsBOUNDARY LIMITS FABRICLATERE TRANSITION
SEE KEY TRENCH
DETAIL
II I TOE OF $LOPE
�� ppWNSTRFAM FAERIC
L`- UPSTREAX FABRIC PLAN VIEW
v BANKFULL
18" WOOD STAKE CEXPOSED
PORTION TO FACE UPSTREAF
BASE FLOW
TIE-IN MATTING
(12- MIN) —
COIR FIBER MAT
MIN.••
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
OMCMRNTA71ON PRIOR TO
USE AND MIDST SE ADAPTED
TO THE SPECIFIC; SITE.
GENERAL NOTES
1. COCONUT EROSION CONTROL BUNKET SHALL BE TOLANKA BIO•D
70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS WATER
VELOCITIES AND 4-5 PSF SHEAR STRESS. FABRIC EMBEDMENT 3.9 Fr.
2. PREPARE SOIL BEPORE INSTALLING ROLLED EROSION CONTROL
PRODUCTS (RECP), INCW DING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER AND SEED.
3, BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL THE NCH AND TAMP
EARTH FIRMLY.
4. OVERLAP EDGES OF AWACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTER5 WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL
5. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLAW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6"
CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED WHERE
MATTING IS CUT TO INSTALL PLANTINGS-
6- LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7, FOR SLOPES 2:1 AND STEEPER USE A HIN] MUM OF (3) 18-INCH
WOOD STAKES PER SQUARE YARD AND FOR SLOPES FLATTER
THAN 2:1 USE A MINIMUM OF C2) 18-INCH WOOD STARES PER
SQUARE YARD. PROVIDE ADDITIONAL STAKING ALONG
CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF SLOPE.
B. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2" 4") FACES UPSTREAM.
9, ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERM I NAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
• 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
�� £� ff � 'Q �. • • 11. ERtl51DN CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
KEY -IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
BACKFILL AND TRANSITION
INTO STREAMBANK
1-FT MIN
TRIANGULAR
WOOD STAKE
v
EX15TI NG GROUN❑
' PROPOSED SLOPE
COI MAT TO OVERLAY STRAW, SEED AND 6IN CHES OF TOP SOIL
COIR FIBER MATTING OVER TOPSOIL
DETAIL 1
SCALE: NTS CD7
NOMINAL
RAIN SCOUR
PRACTICE I TYPE OF
SUB-
PURPOSE MATERIAL.
SIZE': DNE
NORTH
DEPTH OR
NOTES
DETAIL REFERENCE
GRADING
REVETMENT
COMPONENT
(INCHES)
CAROLINA
THICKNE$$, Df
or09(FEET)
TOLERANCE
DOT CLASBI
RIPRAP OUTFWI AND
GRADE
3.5ON STREAM
D.5 FT+F HOR; O.I
STREAM BWVK $TONE
RPRAP
CONTROL I
RIP RAP
14
CLASS 2
BOTTOM 2.5' ON
FT+I VER7
STABILIZATION
STREAM BANK
STONE TOE (ST)
TOE STONE
STREAM BANK
RP RAP
22
BOULDER
NA
0.5 FT+1- HOR; 0-2
PROTECTION
D5D= 2000#
FT �I-'VERT: NO
TOOTER
STREAM BANK
REP TRAP
3D
BOULDER3.5'
SURFACE GAPS IN
STONES
PROTECTION
D5D= 500D#1
EXCESS OF 2
BEDDING
STABILITY GRAVEL
1.5
NIA
NA
#57 S1ONE
INCHES
SUPPORT
' NOMINAL SIZE REFERS TO AVERAGE DIWNSIOWWDIAN AKIS
DOTCLASSIFICATION LISTED AS "BOULDER' EXCEEDS DOT CLAS8FICATK)N DESCRIPTION
ROCK SIZING CHART
DETAIL z
SCALE: NTS CD7
PROJECT
ENGINEER M. SADLER
��CAR?
FINAL DRAWING - FOR ao pF[SSIp -1
REVIEW PURPOSES all�
SEAL
ONLY - NOT RELEASED 7738E
FOR CONSTRUCTION 11 �R �
, `Ycl1:� �o
r r, Eon
HAZEN AND SAWYER
gQ11 WESTCHASE 80ULEVARD, S'L11TE5U0
RALEIG�H. NORTH CAROLINA
LICENSE NO. :C-038I
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
EFFLUENT FORCE MAIN
CIVIL STANDARD DETAILS
SHEET 3
DAIS NOVEMBER 2020
DESIGNED BY B. EDWARDS
ViR2Ey NO 30621_025
❑RAWN BY P SELISKER
COhT�ACT NO {)I
�1O WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
CHECKED BY T.TANT
DRAWING
NUMBER:
CD7
W THIS BAR DOES NOT 0 ". I•
MEASURE V THEN DRANANG IS
NOT TOFULLSCALE
I
REGULATORY APPROVAL
11 pqD
HTT
REV
ISSUED FOR
DATE
BY

Is,-B"
48" CONCRETE HEADWALL
DETAIL 1
1Y(=r-0- cws
PROJECT
ENGINEER M. SA[]LER
FINAL DRAWING - FOR
REVIEW PURPOSES
ONLY - NOT RELEASED
FOR CONSTRUCTION
DESIGNED BY. )WC
DRAWN BY R SELISKER
CHECKED BY. T.TANT
IF' THIS BAR DOES NOT 0 N2- I'
MEASURE I" THEN DRAVY�HG IS
NOT TO FU LL SCALE
REGULATORY APPROVAL
1112ll2R
HTT
ISSUEGFOR
GATE
BY
EXCAVATION SUPPORT
SYSTEM, SEE NOTES 2 6 3
CAP
�q¢�OF C S 5 DO`Fy�
373SA
d� eR'GI1:iF-¢ h
Q
�% r
Opp
NAND
E
p0B
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SLIITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
---- +'---
SCREEN DETAIL
DETAIL =
1'-1'-0' CD8
FRONT ELEVATION
SECTION A
1fC=1'-0' CPS
rs rs'
4WD EFFLUENT PIPE
PL 3r8• SST CRp55 MEMBER O4. OC
L21l2x21f2xlf4 SST
I PL 3I8' SST 498" OC. TY P
Sr4'0 SST ADH E..
ANCHORS WA' MIN EMBED
8 ANCHORS EACH SIDE. 18
TOTAL, 3 SIDES
L3a311 14 SST, TYP LINO
—"4'.112 SST
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
NOTES:
I FOR LOCATION OF HEADWALL, SEE CRAWING P23.
2. CONTRACTOR IS ExCLU ENVE LY R ESPON BIBLE FOR
EXCAVATION SUPPORTAND DEWATERING SYSTEM FOR
CONSTRUCTION OF CONCRETE HEADWALL
CONTRACTOR SMALL SUBMIT DESIGN DRAWINGS AN
STRUCTURAL CALCULATIONS WITH PROPOSED MEANS
OF INSTALLATION AND EXCAVATION TO ENO IN EER FOR
APPROVAL. BOTH SIGNED AND SEALED BY A
CURRENTLY REGISTERED PROFESSIONAL ENGINEER IN
GS THE STATE OF NORTH CAROLINA.
3 PRIOR TO CONSTRUCTING HEADWALL FOOTING,
EXPOSED$ U 19GRADE$HALL E E I INSPECTED BY
AVRY OUTFALL ENGINEER. ANY AREAS DEEMED UNSUITABLE SHALL
BE EXCAVATED FURTHER UNTIL MATERIAL DEEMED
SUITABLEISENCOUNTERED. RESULTINGVOIDS SHALL
BE RACKFiLLEp MTH 057 STONE. PAYMFNT FOR
ADDITIONAL EXCAVATION AND STONE BACK FILL WILL
BE PAID VIA TERMS OF A NEGOTIATED CHANGE ORDER.
44D,TYP
3 � +
+ + +
NOTES:
1. THIS DETAIL APPLIES FOR OPENINGS B'Ip AND LARGER. FOR SMALLER
OPENINGS. BEND OARS OR ADJUST SPACING OF REINFORCEMENT TO
AVOID OPENING
2 PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED BARS AT
EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT EACH SIDE
SHALL ED UAL HALF THE QUANTITY OF INTERRUPTED BARS EXCEPT
WHERE NOTED OTHERWISE
3 PROVIDE ONE DIAGONAL EAR EACH SIDE OF OPENING WITH SIZE EO UAL
TO MAIN REINFORCEMENT. TYPICAL EACH FACE
4 WHERE INVERT OF OPENING IN WALL I$ LESS THAN 44 BAR DAM ET ER$
FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH SIDE SHALL
INCLUDE DOWELS EMBEDDED INTO SLAB WITH STANDARD 90 DEGREE
HOOKS TO SPLICE WITH EXTRA VERTICAL REINFORCEMENT. DOWELS
SHALL ALSO STILL BE PROVIDED BELOW OPE N ING
S. WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN 44 BAR
DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL. EXTRA DIAGONAL
EARS MAY BE TE R MINATEO TWO INCHES FROM EDGE OF SLAB OR
BOTTOM OF WALL. DOWELS DO NOT HAVE TO BE PROVIDED TO SPLICE
WITH DIAGONAL BARS.
TYPICAL REINFORCING AT OPENINGS
S-03-0109
�1s V
PL SfW SST CR)MEMDERSS7STOP PL SW SL21r8Q 112e114L3x3x1M SST
PL Yr SST gr,
SECTION E
412'-1'-0' CDS
STRUCTURAL DETAILS
EFFLUENT FORCE MAIN HEADWALL
Lwr y S�LITY
M
BRPORE YOII DIGI
CONTACTONE- CALL IMMU
CALL 911
OR
DATE: NOVEMBER 2020 1
HAZEN NO.: 30621-025
CONTRACT NO 01
DRAWING
NUMBER:
[ym :)1

f 1 EL
VARWS
GRADE EL VARIES
'x
I
EF,
PEW
117 DWLS as" _
KEYWAY
EL W.DO
T&B, EW
SECTION C
3fr•1'-0' CDB
1!9 7i3 ll!
4�4-ATERS7pP
KEYWAY
S-03-0204
SECTION p
I/1' - 1'-v CDS
+ +
+ +
I
+ +
+ +
+ 4 +
CORE GRILL OPENING OR SAWCUT I
w SQUARE OPENING AS REQUIRED g'
W4'0 ADMESIVE ANCHORS AT
2" 17 GC MAX ALL AROUND 2"
ELEVATION
STEEL PIPE, VNTH NE" MIN JOINT SEALANT ALL AROUND, TYP
WALL THICKNESS. WHERE
RESTRAINED JOINT PIPING IS
REQUIRED, END OF PIPE
SHALL BE MODIFIED TO
CONNECT TO RJ BELL
S+4'� ADHESIVE ANCHOR, TYP
3I4"I7" THICK CONTINQOIJS
NEOPRENE GASKET,
FABRICATED IN ONE PIECE
1"THICK STEEL FACE PLATE,
ATTACHED TO STEEL PIPE %MTH A
CONTINUOUS WATERTIGHT WELD
I le^
COMPRESSIVE LINK TYPE SEAL
FOR COR E O OPE N IN CS. EXISTING CONCRETE WALL
NONSHR1NX GROUT FOR
SAWCIJT OPENINGS, TYP
B"
SECTION
M-40-01 15
NEW CONCRETE WALL
RJ.9E OR MJWE, SEE PIPE ` WALL PIPE VATFi INTEGRAL
SCHEDULE IN SPECIFICATIONS WATERSTOP. DRiLLAND TAP
FOR CONNECTING PIPE FOR STUD BOLTS
1 v
HONSMRINK GROUT
PIPE ��
HYDRCi
CENTER NI 4 WALL. CON
I EXISTING CONCRETE WALL
CENTERED fH WALL. CONTINUOUS
AR 0 J NO P ERIMETER O F OPE N I NG
M-40-0104
PROJECT
ENGINEER M. SADLER
g�H ,5SinCAP
FINAL DRAWING -FOR ��,ssJa
�q y�
REVIEW PURPOSES aPSEAL
ONLY - NOT RELEASED
FOR CONSTRUCTION ���erys,:�E¢�a`'
t{ Q
T �
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE500
RALEIGH, NORTH CAROLINA 27607
LICENSENO- :C-6381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FORCE MAIN
STANDARD DETAILS
EFFLUENT FORCE MAIN
HEADWALL
DATE: NOVEMBER 2020
DESIGNED BY. xxx
HAZENNO.: 30621-025
DRAWN BY RSELISKER
CONTRACT NO 01
CHECKED
CHECKED BY. T.TANT
T.
NUMBER
Cpg
F' HIS RDOES NOT q I
MEASUREVTHEN DRAWINGIS
N07TpFUILL SCALE
1
REGULATORY APPROVAL
1112ll2R
HTT
REV
18SUEOFOR
GATE
By

T
!
2!1
..
L00� lOb� 1, 1
PLAN
SCALE: 1" = 10'
NEUSE RIVER
EFFLUENT FORCE MAIN HEADWALL.
SEE CDR, COa, AND CDia
OMITS OF DISTURBANCE. TYP
EXCAVATION SUPPORT
SYSTEM, SEE NOTE 4
STONE TOE OF SLOPE. SEE DETAIL 4JCD6
§1
� I
I
I
PROPOSED RIP RAP APRON
20' LOHG % 14' VIDE X THICKNESS VARIES
SEE ROCX SIZING CHART DETAIL PJCC17
�II
1 NEUSE RIVER
110
105
100
95
90
235+ C0
PERMANENT DUTFALL
ACCESS ROAD
PROPOSED 3H . W SLOPE
EXISTING GRADE
EXCAVATION SUPPORT
SYSTEM, SEE NOTE 4
TOW EL 10625
NEUSE RIVER
EFFLUENT
FORCE MAIN HEADWALL,
SEE
CDB AND CD9
INV EL 99.502
- PROPOSED RIP RAP APRON
20' LONG X 14' WIDE %THICKNESS VARIES
SEE ROCK SLUNG CHART ORTAIL ZeCD7
EL 97.00
EL 87.00
APPROXIMATE LIMITS
OF EXCAVATION
NO 57 STONE
EL 92.00
237+00
PROFILE
HORIZONTAL SCALE: I" = 20'
VERTICAL SCALE: I"=2'
ssm
_10
105
100
90
238+00
NOTES:
1 THE NEUSE RIVER AT THE OUTFALL SITE IS
DESIGNATED AS XXXX(, NO IN -STREAM CONSTRUCTION
SHALL BE ALLOWED BETWEEN THE DATES OF XXX TO
Xxx.
2. THE MEAH AND MEDIAN WATER SURFACE ELEVATIONS
OF THE NEUSE RIVER AT THE USGS GAGE 02087570
LOCATED APPROXIMATELY 8 MILES UPSTREAM OF THE
OUTFALL SITE IN SMITH FIELD IS 6.23 FEET AND 4.815
FEET ABOVE THE STREAM BED (BASED ON 27 YEARS OF
RECORD). FLOW IN THE NEUSE RIVER AT THE GUTFALL
DISCHARGE LOCATION IS ESTIMATED TO BE XXX% OF
THE FLOW AT THE SMFTHFIE LD GAGE. CONTRACTOR
SHOULD NOTE THAT WATER ELEVATIONS AND FLOWS
IN THE RIVER VARY WIDELY WITH WATER LEVELS
OFTEN EXCEEDING 15 FEETABOVE THE STRIFAMeCO.
WHICH IS THE NATIONAL WEATHER SERVICE FLOOD
STAGE AT THE USGS SMITHFIE LD GAGE. AND FLOWS
OFTEN EXCEEDING 10,000 CFS
3. THE CONTRACTOR SHALL ABIDE BY THE CONDITIONS
OF THE CORPS OF ENGINEERS PERMIT, INCLUDING BUT
NOT LIMITED TO THE FOLLOWING:
a. R IVER BANK AND R IVE R BED S HALL BE STABIL12 ED
AND RETURNED TO ITS PRE-EXISTING CONDITION TO
THE MAXIMUM EXTENT PRACTICAL IMMEDIATELY
UPON COMPLETION in THE HE
CONSTRUCTION-
b. PERIMETER SEDI ME NT AND EROSION CONTROL
MEASURES SHALL BE INSTALLED PRIOR TO ANY
LANO DISTURBANCE AND MUST BE MAINTAI N EO IN
EFFECTIVE OPERATING CONDI TION. ALL EXPOSED
SOIL AND OTHER FILLS AS WELL AS WORK BELOW
THE HIGH WATER MARK MUST BE PERMANENTLY
STABILIZED AT THE EARLIEST PRACTICABLE DATE
WORT( SHALL BE PERFORMED DURING PERIODS OF
LOW FLOW.
t. TEMPORARY FILLS MUST CONSIST OF MATERIALS.
AND PLACED IN A MANNER THAT WILL NOT BE
ERODED BY EXPECTED HIGH FLOWS.
n. MEASURES SHALL BE TAKEN TO PREVENT LIVE OR
FRESH CONCRETE FROM COMING INTO CONTACT
WITH WATERS OF THE STATE UNTIL CONCRETE HAS
HARDENED.
4. EXCAVATION SUPPORT AND DEWATERING SHALL BE
PROVIDED IN NEUSE RIVER AS NECESSARY TO ALLOW
CONSTRUCTION OF HEADWALL AND 46" PIPE.
SELECTION, DESIGN, AND CONSTRUCTION OF
EXCAVATION AND DEWATER ING SUPPORT SYSTEM IS
EXCLUSIVELY THE RE SPON SIBI LDY OF THE
CONTRACTOR. CONTRACTOR SHALL SUBMIT
PROPOSED EXCAVATION SUPPORT AND OEWATERI ING
SYSTEM TO ENGINEER FOR APPROVAL. EXCAVATION
AND DEWATERING SUPPORT PACKAGE SHALL INCLUDE
TYPE OF EXCAVATION SUPPORT AND DEWATERING
SYSTEM PR OPOSED. ERECTI ON DRAW RGS OF
SUPPORT SY STEM. AND STRU CTURAL CALCULATIONS
ON PROPOSED SUPPORT SYSTEM DRAIMNOS AND
CALCULATIONS OF SHALL SE SEALED BY A
PROFESSIONALENGINEER CURRENTLY REGISTERED IN
THE STATE OF NORTH CAROLINA
PROJECT
ENGINEER M. SADLER
g�H'53)
FINAL DRAWING -FOR �q �Lssla y
REVIEW PURPOSES aEAL'r
ONLY - NOT RELEASED 3736A
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Hazen-
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO-:C-6381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN
EFFLUENT FDRCE MAIN
STANDARD DETAILS
HEADWALL PLAN AND PROFILE
DATE: NOVEMBER 2020
DESIGNED BY. B.EDWARDS
HAZENNO.: 30621-025
DRAWN BY R SELISKER
CONTRACT NO 01
CHECKED BY T.TANT
DRAWING
NUMBER:
T�.I
1 0
IF THIS BAR DOES NOT 0 V27 r
MEASURR I"THEN DRAWING IS
NOT TpFULLSCALE hmiibswD❑
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